HomeMy WebLinkAboutStr Fill ��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
1 Structural February 13, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Cat 321 Hoe and a walk-behind compactor
Area Represented East Sewer Pump Station at Gridline BPP.9/65
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
1 3' north of Pump Station 8086 138.9 4.7 149.5 3.9 93% Pass A-1-a
2 3' north of Pump Station 8086 137.9 5.4 149.5 3.9 92% Pass A-1-a
3 6'west of Pump Station 8086 138.4 5.9 149.5 3.9 93% Pass A-1-a
4 5' south of Pump Station 8087 143.7 5.7 149.5 3.9 96% Pass A-1-a
5 5' south of Pump Station 8087 142.4 4.6 149.5 3.9 95% Pass A-1-a
6 5'west of Pump Station 8087 138.6 5.4 149.5 3.9 93% Pass A-1-a
7 5' north of Pump Station 8087 137.9 5.1 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density -2 to +2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�In Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
2 Structural February 13, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Cat 321 Hoe and a walk-behind compactor,
Area Represented East Sewer Pump Station at Gridline BPP.9/65
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
8 3'west of Pump Station 8088 135.9 5.9 149.5 3.9 91% Pass A-1-a
9 5' north of Pump Station 8088 1392 5.8 149.5 3.9 93% Pass A-1-a
Specifications: Min. 90 % Max Dry Density -2 to +2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 61 Field Technician: John Williams
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
3 Structural Fill February 16, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel&Brian
Equipment Utilized: 2 Trackhoes, a walk-behind sheepsfoot compactor,and a jumping jack
Area Represented Backfill for spread footings 211 and 212
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
10 North Side of 211 Footer 2' BTF 139.1 5.1 149.5 3.9 93% Pass A-1-a
11 West side of 211 Footer 2' BTF 141.6 4.8 149.5 3.9 95% Pass A-1-a
12 West side of 212 Footer 2' BTF 130.3 7.9 149.5 3.9 87% Fail A-1-a
13 South side of 212 Footer 2' BTF 142.4 4.5 149.5 3.9 95% Pass A-1-a
12.1 West side of 212 Footer 2' BTF 140.2 5.3 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Brian
Comments: BTF = Below Top of Footing
Nuclear Gauge No.: 9 Field Technician: Michael Konopka
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
4 Structural Fill February 16, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: MVC Representative Notified: Miguel&Brian
Equipment Utilized: 2 trackhoes, a sheepsfoot, and a jumping jack
Area Represented Spread footing 211 and 212 backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
14 North Side of 211 Footer 1' BTF 140.5 4.7 149.5 3.9 94% Pass A-1-a
15 West side of 211 Footer 1' BTF 139.3 4.4 149.5 3.9 93% Pass A-1-a
16 West side of 212 Footer 1' BTF 141.7 5.0 149.5 3.9 95% Pass A-1-a
17 South side of 212 Footer 1' BTF 140.4 5.2 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Brian
Comments: BTF = Below Top of Footing
Nuclear Gauge No.: 9 Field Technician: Michael Konopka
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
5 Structural Fill February 16, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: MVC Representative Notified: Miguel&Brian
Equipment Utilized: 2 trackhoes, a walk-behind sheepsfoot,and a jumping jack
Area Represented Spread Footing 211 and 212 backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
18 North side of 211 Footer TOF 142.4 4.2 149.5 3.9 95% Pass A-1-a
19 West side of 211 Footer TOF 140.6 4.5 149.5 3.9 94% Pass A-1-a
20 South side of 211 Footer TOF 141.8 3.9 149.5 3.9 95% Pass A-1-a
21 North side of 212 Footer TOF 141.3 4.8 149.5 3.9 95% Pass A-1-a
22 East side of 212 Footer TOF 140.5 5.5 149.5 3.9 94% Pass A-1-a
23 South side of 212 Footer TOF 141.7 5.3 149.5 3.9 95% Pass A-1-a
24 West side of 212 Footer TOF 140.4 5.6 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Brian
Comments: TOF =Top of Footing
Nuclear Gauge No.: 9 Field Technician: Michael Konopka
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
6 Structural Fill February 21, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: 322 Hoe and a walk-behind compactor
Area Represented Backfill around footer at KK/B65.4 and east pump station
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
25 West side of footer 8089 139.6 5.5 149.5 3.9 93% Pass A-1-a
26 North side of footer 8089 135.8 5.3 149.5 3.9 91% Pass A-1-a
27 East side of footer 8089 136.5 5.8 149.5 3.9 91% Pass A-1-a
28 South side of footer 8089 141.4 5.3 149.5 3.9 95% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments:
Field Technician: Nathan Fintel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�In Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
7 Structural Fill February 26, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: West Valley Construction Representative Notified: Stevie Ray
Equipment Utilized: Walk-Behind sheepsfoot
Area Represented First level footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
29 63.6/BTT.8 1.5 Below 133.1 8.9 149.5 3.9 89% Fail A-1-a
Grade
30 68.9/BTT.7 1.5 Below 129.6 9.6 149.5 3.9 87% Fail A-1-a
Grade
31 68.9/BTT.8 1.5 Below 130.5 10.1 149.5 3.9 87% Fail A-1-a
Grade
32 66.0/B22.8 1.5 Below 134.7 8.2 149.5 3.9 90% Fail A-1-a
Grade
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff with PCL
Comments: Failing locations to be reworked prior to retesting
Nuclear Gauge No.: 74 Std Counts: - Field Technician: Nathan Fintel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
8 Structural Fill February 27, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: West Valley Construction Representative Notified: Stevie Ray
Equipment Utilized: Walk-Behind sheepsfoot
Area Represented First level footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
29.1 63.6/BTT.8 1.5 Below 136.7 5.1 149.5 3.9 91% Pass A-1-a
Grade
30.1 68.9/BTT.7 1.5 Below 135.9 5.5 149.5 3.9 91% Pass A-1-a
Grade
31.1 68.5/BTT.8 1.5 Below 140.2 4.8 149.5 3.9 94% Pass A-1-a
Grade
32.1 66/B22.8 1.5 Below 138.7 5.6 149.5 3.9 93% Pass A-1-a
Grade
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments: Retests from failing areas on 2/26/08
Nuclear Gauge No.: 74 Std Counts: - Field Technician: Nathan Fintel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
9 Structural Fill February 29, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: West Valley Construction Representative Notified: Stevie Ray
Equipment Utilized: Cat 330 hoe and a walk-behind compactor
Area Represented
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
33 5'south of plinth at Gridline BLL.8/B65.4 8094 136.0 5.9 149.5 3.9 91% Pass A-1-a
34 North side of footing at Gridline BTT.7/63.6 8093 143.9 5.5 149.5 3.9 96% Pass A-1-a
35 East side of footing at Gridline BTT.7/63.6 8093 145.6 5.8 149.5 3.9 97% Pass A-1-a
36 South side of footing at Gridline BTT.7/63.6 8090 136.9 5.6 149.5 3.9 92% Pass A-1-a
37 West side of plinth at Gridline BEE.6/B65.4 8094 140.0 5.8 149.5 3.9 94% Pass A-1-a
38 15'south of plinth at Gridline BEE.6/B65.4 8095 140.0 5.6 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 61 Std Counts: - Field Technician: John Williams
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
10 Structural Fill March 5, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: West Valley Construction Representative Notified: Stevie Ray
Equipment Utilized: Walk-behind compactor
Area Represented East Side footing backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
39 BRR.5/61.5 RSG 135.8 5.5 149.5 3.9 91% Pass A-1-a
40 BTT.1/B57.2 1.5 BG 137.5 5.9 149.5 3.9 92% Pass A-1-a
41 BTT.10/B57.2 RSG 135.0 5.7 149.5 3.9 90% Pass A-1-a
42 BTT.7/67 1.5 BG 136.1 5.9 149.5 3.9 91% Pass A-1-a
43 BZZ.9/67 1.5 BG 137.5 4.8 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments: BG=Below Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
11 Structural Fill March 7, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Jeff with PCL
Equipment Utilized: Small sheepsfoot and a skidster
Area Represented Footing backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
44 BGGG.9/53.7 RSG 132.1 8.5 149.5 3.5 88% Fail A-1-a
45 BTT.1/57.2 RSG 132.6 9.9 149.5 3.9 89% Fail A-1-a
46 BKK.8/53.7 RSG 124.7 8.6 149.5 3.9 83% Fail A-1-a
47 BGG.1/53.7 RSG 127.1 8.7 149.5 3.9 85% Fail A-1-a
43 BZZ.9/67 1.5 BG 137.5 4.8 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments: BG=Below Grade; RSG=Rough Surface Grade (Top of Footing)
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
12 Structural Fill March 7, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Jeff with PCL
Equipment Utilized: Skidster and a small sheepsfoot
Area Represented Footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
44.1 BGGG.9/53.7 4' Below 134.8 5.7 149.5 3.9 90% Pass A-1-a
Grade
45.1 BTT.1/57.2 4' Below 135.1 5.9 149.5 3.9 90% Pass A-1-a
Grade
47.1 BKK.8/53.7 4' Below 137.4 5.9 149.5 3.9 92% Pass A-1-a
Grade
46.1 BGG.1/53.7 4' Below 135.1 5.3 149.5 3.9 90% Pass A-1-a
Grade
48 BEEE.8-42.6 2' Below 139.3 5.1 149.5 3.9 93% Pass A-1-a
Grade
49 BWW.5-47.5 1' Below 135.5 4.9 149.5 3.9 91% Pass A-1-a
Grade
50 BAAA.2-48.4 RSG 141.3 4.9 149.5 3.9 95% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments: RSG=Rough Surface Grade (Top of Footing)
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
13 Structural Fill March 8, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Jeff with PCL
Equipment Utilized: Two skidsters and two small sheepsfoot
Area Represented Footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
51 BEEE.8-60 3' Below 136.3 4.9 149.5 3.5 91% Pass A-1-a
Grade
52 BAAA.2-53.5 3' Below 141.1 5.3 149.5 3.9 94% Pass A-1-a
Grade
53 BTT.9-66.5 3' Below 137.1 5.3 149.5 3.9 92% Pass A-1-a
Grade
54 MM-57.2 RSG 129.5 5.5 149.5 3.9 87% Fail A-1-a
55 BNNN.4-52.3 RSG 137.4 4.7 149.5 3.9 92% Pass A-1-a
54.1 MM-57.2 RSG 140.2 5.7 149.5 3.9 94% Pass A-1-a
56 BQQQ.4-48.4 RSG 140.7 5.9 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments: RSG=Rough Surface Grade (Top of Footing)
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
14 Structural Fill March 8, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Jeff with PCL
Equipment Utilized: Two skidsters and two small sheepsfoot
Area Represented Footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
57 BTT.7-66 3' Below 138.2 5.7 149.5 3.5 92% Pass A-1-a
Grade
58 BGGG.9-53.5 2' Below 130.1 6.9 149.5 3.9 87% Fail A-1-a
Grade
59 BEEE.8-70 2' Below 136.6 5.4 149.5 3.9 91% Pass A-1-a
Grade
60 MM-63.4 2' Below 142.3 5.1 149.5 3.9 95% Pass A-1-a
Grade
58.1 BGGG.9-53.5 2' Below 135.5 5.6 149.5 3.9 91% Pass A-1-a
Grade
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
15 Structural Fill March 10, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Steve
Equipment Utilized: Skidster and a sheepsfoot
Area Represented Footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
61 Gridlines BEEE.8-60 1' Below 134.3 5.3 149.5 3.9 90% Pass A-1-a
Grade
62 Gridlines BZZ.9-54.5 1' Below 134.1 5.7 149.5 3.9 90% Pass A-1-a
Grade
63 Gridlines BZZ.9-63.7 RSG 135.2 4.8 149.5 3.9 90% Pass A-1-a
64 Gridlines BLLL.O-71 RSG 138.1 4.8 149.5 3.9 92% Pass A-1-a
65 Gridlines BGGG.2-66 RSG 117.5 10.3 149.5 3.9 79% Fail A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments: Failing areas to be reworked and retested
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
16 Structural Fill March 11, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: 320 track hoe and a walk-behind compactor
Area Represented Southeast corner
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
65.1 Gridlines BGGG.2/66 8094 130.8 7.9 149.5 3.9 87% Fail A-1-a
66 BAAA.6-66 8093 136.4 5.6 149.5 3.9 91% Pass A-1-a
67 BAAA.6-60 8093 130.7 7.7 149.5 3.9 87% Fail A-1-a
67.1 BAAA.6-60 8093 132.1 7.4 149.5 3.9 88% Fail A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments: Failing areas to be reworked and retested
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�IIn Job Name Client:
ENGINEERING CDNSULTRNTS RitzCarltonResidences RCRVaiILLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
17 Structural Fill March 12, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Steve
Equipment Utilized: Track hoe, a loader, a skidster, and a small and big sheepsfoot
Area Represented Footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCation Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
65.2 Gridlines BGGG.2-66 8094 128.3 8.3 149.5 3.9 86% Fail A-1-a
67.2 BAAA.6-60 8093 130.1 5.8 149.5 3.9 87% Fail A-1-a
68 BDDD.5-57.2 8094 135.4 5.9 149.5 3.9 91% Pass A-1-a
69 BQQQQ.4-49.5 8092 138.2 5.9 149.5 3.9 92% Pass A-1-a
65.3 BGGG.2-66 8094 129.2 8.0 149.5 3.9 86% Fail A-1-a
67.3 BAAA.9-60 8093 141.3 5.7 149.5 3.9 95% Pass A-1-a
70 BNNN.4-47.5 8092 139.7 5.4 149.5 3.9 93% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments: Test are 65 to be retested when reworked.
Nuclear Gauge No.: 70 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
18 Structural Fill March 13, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie
Equipment Utilized: Track hoe, a loader,a skidster, and a sheepsfoot
Area Represented Footings subgrade at BNNN.4-71
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
71 BNNN.8-70 8092 138.2 5.7 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1In Job Name Client:
ENGINEERING CDNSULTRNTS RitzCarltonResidences RCRVaiILLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
19 Structural Fill March 18, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie
Equipment Utilized: Loader, a skidster,and sheepsfoot(large and small)
Area Represented Footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LocatiOn Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
72 BNNN.4-48.4 8092 140.3 5.6 149.5 3.9 94% Pass A-1-a
73 BNNN.8-54 8092 131.4 7.9 149.5 3.9 88% Fail A-1-a
74 BHHH.9-66 8093 139.1 5.4 149.5 3.9 93% Pass A-1-a
75 TVV.5-47.7 8093 132.2 5.6 149.5 3.9 88% Fail A-1-a
76 BTT.7-48.2 8092 135.1 5.7 149.5 3.9 90% Pass A-1-a
77 BGGG.9-57.2 8092 135.7 5.7 149.5 3.9 91% Pass A-1-a
73.1 BNNN.8-54 8092 132.1 6.9 149.5 3.9 88% Fail A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 70 Field Technician: Nathan Fintel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�IIn Job Name Client:
ENGINEERING CDNSULTRNTS RitzCarltonResidences RCRVaiILLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
20 Structural Fill March 19, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: PCL Construction Representative Notified: Stevie Ray
Equipment Utilized: A small sheepsfoot
Area Represented Footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCation Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
78 Grade beams at BQQQ.4/48.4 8092 139.0 5.1 149.5 3.9 93% Pass A-1-a
65.4 BGGG.2/66 RETEST 8094 142.0 4.1 149.5 3.9 95% Pass A-1-a
75.1 TVV.5/47.7 RETEST 8093 141.8 3.7 149.5 3.9 95% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Field Technician: Nathan Fintel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
21 Structural Fill March 20, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: PCL Construction Representative Notified: Stevie Ray
Equipment Utilized: A small sheepsfoot/skidster
Area Represented Footings backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
79 50/Y.2 Tower Crane Footing 3' Below 141.6 5.2 149.5 3.9 95% Pass A-1-a
Grade
80 BZZ.9/57.2 RSG 142.1 5.6 149.5 3.9 95% Pass A-1-a
81 BAAA.2/61.2 RSG 140.7 4.9 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
22 Structural Fill March 24, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: PCL Construction Representative Notified: Jeff
Equipment Utilized: A sheepsfoot compactor
Area Represented Structural backfill around the crane footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
82 5'west of crane footing 3' Below 142.2 4.7 149.5 3.9 95% Pass A-1-a
Top of
83 5' north of crane footing 3' Below 145.2 4.7 149.5 3.9 97% Pass A-1-a
Top of
84 5'south of the crane footing 3' Below 142.7 3.8 149.5 3.9 95% Pass A-1-a
Top of
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 60 Field Technician: Nurlan Nurniyazov
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
23 Structural Fill March 25, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A small sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
85 BEEE.8/70 TOF 138.6 5.7 149.5 3.9 93% Pass A-1-a
86 BAAA.2/07 TOF 136.5 5.9 149.5 3.9 91% Pass A-1-a
87 BAAA.2/63.6 TOF 137.9 4.1 149.5 3.9 92% Pass A-1-a
88 BGGG.9/66 TOF 139.0 5.4 149.5 3.9 93% Pass A-1-a
89 BNNN.4/63.6 TOF 139.4 5.1 149.5 3.9 93% Pass A-1-a
90 MM/55 TOF 134.1 5.4 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: TOF = Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
24 Structural Fill March 25, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A skidster and a small sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
91 BNNN.8/69 Top of 134.7 5.5 149.5 3.9 90% Pass Native
Footing
92 East of elevator shaft-BGGG.9/58 Top of 127.6 6.0 149.5 3.9 85% Fail Native
Footing
93 North of elevator shaft-BEEE.8/61.5 Top of 130.7 5.7 149.5 3.9 87% Fail Native
Footing
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor Native
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Failing areas to be reworked then retested
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�IIn Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
25 Structural Fill March 25, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A skidster and a small sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCation Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
92.1 East of elevator shaft-BGGG.9/58 TOF 134.7 5.5 149.5 3.9 90% Pass A-1-a
93.1 North of elevator shaft-BEEE.8/61.5 TOF 138.7 4.2 149.5 3.9 93% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor Native
General Contractor: PCL Construction Representative Notified: Jeff
Comments: TOF = Top of footing
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
26 Structural Fill April 16, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A skidster and a small sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
93 BEEE.8/47.5 RSG 135.2 5.9 149.5 3.9 90% Pass A-1-a
94 BPPP.9/47.5 RSG 136.3 5.8 149.5 3.9 91% Pass A-1-a
95 H/49 RSG 139.1 5.1 149.5 3.9 93% Pass A-1-a
96 H/57.2 RSG 147.2 3.9 149.5 3.9 98% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: RSG=Rough Surface Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�IIn Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
27 Structural Fill April 17, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A small sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCation Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
97 BLL.8/57.2 RSG 136.4 5.9 149.5 3.9 91% Pass A-1-a
98 BLL.8/56.9 RSG 136.9 4.8 149.5 3.9 92% Pass A-1-a
99 M/61.5 RSG 135.2 5.2 149.5 3.9 90% Pass A-1-a
100 M.1/61.5 RSG 135.9 5.9 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: RSG=Rough Surface Grade
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
28 Structural Fill April 18, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A small sheepsfoot and skidster
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
101 Footing at M/57.2 (1092) RSG 135.9 4.7 149.5 3.9 91% Pass A-1-a
102 Footing at M/57.2 (1092) RSG 136.4 5.9 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: RSG=Rough Surface Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
29 Structural Fill April 22, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind/sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
103 Z/47.5 TOF 134.5 5.1 149.5 3.9 90% Pass A-1-a
104 Z/48.4 TOF 138.6 5.5 149.5 3.9 93% Pass A-1-a
105 W/52.3 TOF 134.1 5.9 149.5 3.9 90% Pass A-1-a
106 Y/52.3 TOF 134.7 5.8 149.5 3.9 90% Pass A-1-a
107 KK/53 TOF 134.2 5.5 149.5 3.9 90% Pass A-1-a
108 BLL.8/52.3 TOF 132.9 6.4 149.5 3.9 89% Fail A-1-a
108.1 BLL.8/52.3 TOF 135.1 5.5 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
30 Structural Fill April 22, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind/sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
109 KK/63 TOF 146.4 4.1 149.5 3.9 98% Pass A-1-a
110 W/66 TOF 134.0 5.8 149.5 3.9 90% Pass A-1-a
111 Footing C.4 at Gridline C/52-56 TOF 134.3 5.6 149.5 3.9 90% Pass A-1-a
112 M/61.5 TOF 133.9 5.8 149.5 3.9 90% Pass A-1-a
113 R/68 TOF 134.5 5.9 149.5 3.9 90% Pass A-1-a
114 Y/68 TOF 134.0 5.7 149.5 3.9 90% Pass A-1-a
115 KK/68 TOF 134.2 5.4 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
31 Structural Fill April 22, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
116 KK/63 TOF 135.2 5.5 149.5 3.9 90% Pass A-1-a
117 W/66 TOF 134.4 5.7 149.5 3.9 90% Pass A-1-a
118 M/61.5 TOF 133.9 5.7 149.5 3.9 90% Pass A-1-a
119 R/68 TOF 136.2 5.8 149.5 3.9 91% Pass A-1-a
120 Y/68 TOF 139.1 5.1 149.5 3.9 93% Pass A-1-a
121 KK/68 TOF 134.1 4.9 149.5 3.9 90% Pass A-1-a
122 KK/53 TOF 134.9 5.6 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
32 Structural Fill April 23, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Sheepsfoot
Area Represented Backfill Footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
123 Y/53 TOF 134.2 4.7 149.5 3.9 90% Pass A-1-a
124 67/BPP.9 TOF 131.4 6.2 149.5 3.9 88% Fail A-1-a
124.1 67/BPP.9 TOF 135.0 5.9 149.5 3.9 90% Pass A-1-a
125 R/66 TOF 133.9 5.2 149.5 3.9 90% Pass A-1-a
126 R/68 TOF 134.2 5.7 149.5 3.9 90% Pass A-1-a
127 Y/62 TOF 130.1 7.0 149.5 3.9 87% Fail A-1-a
127.1 Y/62 TOF 134.0 6.5 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
33 Structural Fill April 23, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Sheepsfoot
Area Represented Backfill Footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
128 BTT.9/66 TOF 134.7 4.7 149.5 3.9 90% Pass A-1-a
129 66/BPP.9 TOF 131.2 5.9 149.5 3.9 88% Fail A-1-a
129.1 66/BPP.9 TOF 135.4 5.9 149.5 3.9 91% Pass A-1-a
130 R/68 TOF 133.1 6.2 149.5 3.9 89% Fail A-1-a
130.1 R/68 TOF 135.0 5.8 149.5 3.9 90% Pass A-1-a
131 R/66 TOF 137.2 5.9 149.5 3.9 92% Pass A-1-a
132 Y/53 TOF 135.7 4.9 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
34 Structural Fill April 23, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Sheepsfoot
Area Represented Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
133 M/61.5 TOF 124.3 3.2 149.5 3.9 83% Fail A-1-a
133.1 M/61.5 TOF 134.3 3.2 149.5 3.9 90% Pass A-1-a
134 SS/70 TOF 135.6 5.5 149.5 3.9 91% Pass A-1-a
135 BPP.9/66 TOF 137.2 4.5 149.5 3.9 92% Pass A-1-a
136 BHH.9/69 TOF 134.7 5.7 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
35 Structural Fill April 24, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Sheepsfoot
Area Represented Backfill Footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
137 KK/66 TOF 129.2 5.4 149.5 3.9 86% Fail A-1-a
138 M/66 TOF 132.5 3.9 149.5 3.9 89% Fail A-1-a
139 M/58 TOF 134.5 6.2 149.5 3.9 90% Fail A-1-a
137.1 KK/66 TOF 134.5 5.5 149.5 3.9 90% Pass A-1-a
138.1 M/66 TOF 135.2 3.7 149.5 3.9 90% Pass A-1-a
139.1 M/58 TOF 136.2 5.8 149.5 3.9 91% Pass A-1-a
140 R/68 TOF 135.7 3.5 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
36 Structural Fill April 24, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Sheepsfoot/walk behind
Area Represented Backfill Footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
141 W/59 TOF 137.2 5.4 149.5 3.9 92% Pass A-1-a
142 R/59 TOF 140.1 5.2 149.5 3.9 94% Pass A-1-a
143 M/59 TOF 147.2 5.9 149.5 3.9 98% Pass A-1-a
144 H/70 TOF 130.4 4.2 149.5 3.9 87% Fail A-1-a
145 W/70 TOF 134.7 5.1 149.5 3.9 90% Pass A-1-a
146 BEEE.9/70 TOF 133.9 5.9 149.5 3.9 90% Pass A-1-a
144.1 H/70 TOF 135.2 4.2 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
37 Structural Fill April 25, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Walk behind
Area Represented Backfill Footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
147 H/70 RSG 134.2 7.3 149.5 3.9 90% Fail A-1-a
148 H/66 RSG 133.9 7.7 149.5 3.9 90% Fail A-1-a
149 H/61.9 RSG 135.2 6.9 149.5 3.9 90% Fail A-1-a
150 H/57.2 RSG 134.1 6.4 149.5 3.9 90% Fail A-1-a
147.1 H/70 RSG 135.2 6.2 149.5 3.9 90% Fail A-1-a
148.1 H/66 RSG 134.0 6.9 149.5 3.9 90% Fail A-1-a
149.1 H/62.9 RSG 137.5 5.8 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff/Steve Ray
Comments: TOF=Top of Footing
Notified Stevie Ray of moisture failures. Will retest when areas is reworked.
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
38 Structural Fill April 25, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: Walk behind
Area Represented Backfill Footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
150.1 H/57.2 TOF 135.7 6.0 149.5 3.9 91% Fail A-1-a
147.2 H/70 TOF 135.4 5.7 149.5 3.9 91% Pass A-1-a
148.2 H/66 TOF 134.7 6.0 149.5 3.9 90% Pass A-1-a
150.2 H/57.2 TOF 135.7 5.9 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: TOF=Top of Footing
Notified Stevie Ray of moisture failures
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
39 Structural Fill May 5, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Backfill Footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
151 M/07 2' BTF 141.9 5.5 149.5 3.9 95% Pass A-1-a
152 H/72 2' BTF 129.9 5.7 149.5 3.9 87% Fail A-1-a
152.1 H/72 Retest 2' BTF 125.6 6.3 149.5 3.9 84% Fail A-1-a
152.2 H/72 Retest 2' BTF 134.6 5.9 149.5 3.9 90% Pass A-1-a
153 H/70 2' BTF 136.2 5.7 149.5 3.9 91% Pass A-1-a
154 H/68 2' BTF 134.9 6.1 149.5 3.9 90% Fail A-1-a
154.1 H/68 Retest 2' BTF 134.7 5.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTF=Below Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
40 Structural Fill May 5, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
155 D/59 2' BTF 134.4 5.6 149.5 3.9 90% Pass A-1-a
156 D/62 2' BTF 135.6 5.2 149.5 3.9 91% Pass A-1-a
157 D/65 2' BTF 138.9 5.9 149.5 3.9 93% Pass A-1-a
158 D/70 2' BTF 134.5 6.1 149.5 3.9 90% Fail A-1-a
158.1 D/70 Retest 2' BTF 134.8 5.6 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTF=Below Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
41 Structural Fill May 5, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
159 H/72 1' BTF 135.2 5.9 149.5 3.9 90% Pass A-1-a
160 H/70 1' BTF 132.2 4.9 149.5 3.9 88% Fail A-1-a
160.1 H/70 Retest 1' BTF 135.1 5.2 149.5 3.9 90% Pass A-1-a
161 H/68 1' BTF 131.2 5.7 149.5 3.9 88% Fail A-1-a
161.1 H/68 Retest 1' BTF 137.2 5.7 149.5 3.9 92% Pass A-1-a
162 A/59 1' BTF 135.7 5.9 149.5 3.9 91% Pass A-1-a
163 A/65 1' BTF 134.9 5.1 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTF=Below Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
42 Structural Fill May 6, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
164 D/71 1' BTOF 135.2 5.3 149.5 3.9 90% Pass A-1-a
165 D/68 1' BTOF 134.2 5.9 149.5 3.9 90% Pass A-1-a
166 D/66 1' BTOF 131.5 5.9 149.5 3.9 88% Fail A-1-a
166.1 D/66 retest 1' BTOF 135.9 5.9 149.5 3.9 91% Pass A-1-a
167 BNNN.4/70 1' BTOF 136.1 5.9 149.5 3.9 91% Pass A-1-a
168 BNNN.4/66 1' BTOF 134.5 5.7 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BG = Below Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
43 Structural Fill May 7, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
169 M/66 2' BTOF 133.2 5.4 149.5 3.9 89% Fail A-1-a
169.1 M/66 2' BTOF 134.5 5.5 149.5 3.9 90% Pass A-1-a
170 M/66.2 2' BTOF 135.0 4.9 149.5 3.9 90% Pass A-1-a
171 BNNN.4/70 1' BTOF 135.7 5.9 149.5 3.9 91% Pass A-1-a
172 BNNN.4/68 1' BTOF 134.0 5.5 149.5 3.9 90% Pass A-1-a
173 BNNN.4/66 1' BTOF 133.9 6.1 149.5 3.9 90% Fail A-1-a
173.1 BNNN.4/66 1' BTOF 134.1 5.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BG = Gelow Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
44 Structural Fill May 7, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
174 M/66 1' BTOF 134.0 5.6 149.5 3.9 90% Pass A-1-a
175 M/66.2 1' BTOF 135.7 5.2 149.5 3.9 91% Pass A-1-a
176 BNNN.4/70 TOF 132.1 5.4 149.5 3.9 88% Fail A-1-a
176.1 BNNN.4/70 TOF 133.9 5.5 149.5 3.9 90% Pass A-1-a
177 BNNN.4/68 TOF 135.2 5.9 149.5 3.9 90% Pass A-1-a
178 BNNN.4/66 TOF 135.4 5.2 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTF=Below Top of Footing; TF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
45 Structural Fill May 12, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheepsfoot
Area Represented Footing backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
179 H/40 1' BTOF 135.2 5.4 149.5 3.9 90% Pass A-1-a
180 H/42 1' BTOF 133.2 5.9 149.5 3.9 89% Fail A-1-a
180.1 H/42 Retest 1' BTOF 134.2 5.8 149.5 3.9 90% Pass A-1-a
181 H/38 1' BTOF 136.1 5.4 149.5 3.9 91% Pass A-1-a
182 F/40.3 1' BTOF 134.1 5.2 149.5 3.9 90% Pass A-1-a
183 G/46 1' BTOF 132.5 4.7 149.5 3.9 89% Fail A-1-a
183.1 G/46 Retest 1' BTOF 134.1 4.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BG = Below Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
46 Structural Fill May 12, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheepsfoot
Area Represented Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
184 H/40 TOF 134.1 5.8 149.5 3.9 90% Pass A-1-a
185 H/46 TOF 133.1 5.5 149.5 3.9 89% Fail A-1-a
185.1 H/46 Retest TOF 134.7 5.7 149.5 3.9 90% Pass A-1-a
186 F/39 TOF 135.4 5.9 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
47 Structural Fill May 16, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheepsfoot
Area Represented Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
187 BTT.9/68 TOF 135.1 5.4 149.5 3.9 90% Pass A-1-a
188 BTT.9/61.9 TOF 133.9 5.9 149.5 3.9 90% Pass A-1-a
189 BEEG.8/B62.4 TOF 137.2 4.7 149.5 3.9 92% Pass A-1-a
190 BGGG.2/63.6 TOF 134.6 5.2 149.5 3.9 90% Pass A-1-a
191 BGGG.9/66 TOF 129.7 5.7 149.5 3.9 87% Fail A-1-a
191.1 BGGG.9/66 retest TOF 134.2 5.5 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: TOF=Top of Footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
48 Structural Fill May 28, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheepsfoot
Area Represented Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
192 HHH/48 130.0 7.6 149.5 3.9 87% Fail A-1-a
192.1 HHH/48 retest 131.0 75.0 149.5 3.9 88% Fail A-1-a
193 HHH/648.4 136.0 6.1 149.5 3.9 91% Fail A-1-a
193.1 HHH/B48.4 retest 135.1 6.0 149.5 3.9 90% Fail A-1-a
194 HHHB52.3 124.3 6.2 149.5 3.9 83% Fail A-1-a
194.1 HHH/652.3 132.7 5.9 149.5 3.9 89% Fail A-1-a
195 HHH/55 133.9 5.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: Will retests at 8:00 AM May 29, 2008. We notiifed Stevie Ray (let dry out)
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
49 Structural Fill May 29, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheepsfoot
Area Represented Slab on grade under pre-cast
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
192.2 HHH/48 retest from 5/29/2008 Top of 134.0 5.6 149.5 3.9 90% Pass A-1-a
Footer
193.2 HHH/648.4 Top of 133.9 5.9 149.5 3.9 90% Pass A-1-a
Footer
194.2 HHH/B52.3 Top of 135.1 5.9 149.5 3.9 90% Pass A-1-a
Footer
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
50 Structural Fill May 30, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheepsfoot
Area Represented Slab on grade
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
196 60/BTT.9 Top of 127.6 4.7 149.5 3.9 85% Fail A-1-a
Footer
196.1 60/BTT.9 Retest Top of 134.0 4.9 149.5 3.9 90% Pass A-1-a
Footer
197 61.9/BTT.12 Top of 133.9 4.3 149.5 3.9 90% Pass A-1-a
Footer
198 B62.4/BTT.15 Top of 135.6 3.9 149.5 3.9 91% Pass A-1-a
Footer
199 B57.2/BTT.12 Top of 132.6 4.1 149.5 3.9 89% Fail A-1-a
Footer
199.1 B57.2/BTT.12 Retest Top of 135.1 4.5 149.5 3.9 90% Pass A-1-a
Footer
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
51 Structural Fill June 23, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind vibrating plate
Area Represented Backfill footers 39-42/A
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
200 H/36 3" BF 142.3 3.7 149.5 3.9 95% Pass Gravel
201 H/42 3" BF 139.7 4.5 149.5 3.9 93% Pass Gravel
202 C/39 3" BF 115.9 15.6 149.5 3.9 78% Fail Gravel
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor Gravel
General Contractor: PCL Construction Representative Notified: Jeff
Comments: #202 failed we notified Stevie Ray, he will let it dry out before re-working the area
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
52 Structural Fill June 24, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
202.1 C/39 3" BF 139.4 4.9 149.5 3.9 93% Pass A-1-a
203 H/29 3" BF 137.2 4.7 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BF=Bottom of the Footer
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
53 Structural Fill June 28, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
204 28/R 5' BTOF 134.5 4.7 149.5 3.9 90% Pass A-1-a
205 28/M 5' BTOF 136.0 5.2 149.5 3.9 91% Pass A-1-a
206 32/P 5' BTOF 133.0 5.0 149.5 3.9 89% Fail A-1-a
206.1 32/P 5' BTOF 134.5 4.7 149.5 3.9 90% Pass A-1-a
207 BN.6/31 5' BTOF 138.2 4.6 149.5 3.9 92% Pass A-1-a
208 Z/30 5' BTOF 137.2 4.6 149.5 3.9 92% Pass A-1-a
209 34/BN.6 5' BTOF 134.2 4.2 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTOF=
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
54 Structural Fill June 28, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
210 28/R 4' BTOF 136.2 5.5 149.5 3.9 91% Pass A-1-a
211 BN.6/31 4' BTOF 136.7 5.2 149.5 3.9 91% Pass A-1-a
212 BN.6/34 4' BTOF 134.2 5.9 149.5 3.9 90% Pass A-1-a
213 Z/30 4' BTOF 131.2 4.7 149.5 3.9 88% Fail A-1-a
213.1 Z/30 4' BTOF 133.9 4.7 149.5 3.9 90% Pass A-1-a
214 28/N 4' BTOF 138.2 5.6 149.5 3.9 92% Pass A-1-a
215 32/P 4' BTOF 135.4 5.1 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTOF= Below top of footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
55 Structural Fill June 28, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
216 Z/30 3' BTOF 133.9 4.7 149.5 3.9 90% Pass A-1-a
217 32/P 3' BTOF 134.7 5.2 149.5 3.9 90% Pass A-1-a
218 34/BN.6 3' BTOF 134.1 5.5 149.5 3.9 90% Pass A-1-a
219 28/R 3' BTOF 135.1 5.0 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTOF= Below top of footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
56 Structural Fill June 30, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
220 28/M 3' BTOF 134.2 5.7 149.5 3.9 90% Pass A-1-a
221 28/R 3' BTOF 139.2 4.7 149.5 3.9 93% Pass A-1-a
222 BN.6/31 3' BTOF 133.9 5.2 149.5 3.9 90% Pass A-1-a
223 Z/30 3' BTOF 129.5 4.2 149.5 3.9 87% Fail A-1-a
223.1 Z/30 3' BTOF 133.9 4.0 149.5 3.9 90% Pass A-1-a
224 BN.6/33 3' BTOF 137.2 5.9 149.5 3.9 92% Pass A-1-a
225 32/P 3' BTOF 135.7 5.0 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTOF=Below top of footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
57 Structural Fill June 30, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
226 Z/30 3' BTOF 129.2 4.2 149.5 3.9 86% Fail A-1-a
226.1 Z/30 3' BTOF 135.7 5.0 149.5 3.9 91% Pass A-1-a
227 R/32 3' BTOF 137.6 4.7 149.5 3.9 92% Pass A-1-a
228 R/32 3' BTOF 140.1 5.2 149.5 3.9 94% Pass A-1-a
229 BN.6/31 3' BTOF 133.9 5.9 149.5 3.9 90% Pass A-1-a
230 BN.6/33 3' BTOF 134.6 4.1 149.5 3.9 90% Pass A-1-a
231 P/32 3' BTOF 135.8 5.0 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTOF=Below top of footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
58 Structural Fill June 30, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
232 37/W TOF 139.6 5.8 149.5 3.9 93% Pass A-1-a
233 R/28 TOF 135.1 4.8 149.5 3.9 90% Pass A-1-a
234 R/32 TOF 133.9 5.2 149.5 3.9 90% Pass A-1-a
235 BN.6/34 TOF 135.6 5.7 149.5 3.9 91% Pass A-1-a
236 Z/30 TOF 134.1 5.1 149.5 3.9 90% Pass A-1-a
237 32/P TOF 134.2 4.6 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: TOF=Top of footing
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
59 Structural Fill July 1, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A small sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
238 35/M 2' BTOF 134.2 5.7 149.5 3.9 90% Pass A-1-a
239 35/W 2' BTOF 135.7 4.8 149.5 3.9 91% Pass A-1-a
240 30/W TOF 138.1 5.1 149.5 3.9 92% Pass A-1-a
241 Y/B27.4 TOF 137.6 5.1 149.5 3.9 92% Pass A-1-a
242 35/M TOF 133.9 5.2 149.5 3.9 90% Pass A-1-a
243 35/W TOF 134.6 5.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�IIn Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
60 Structural Fill July 1, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A small sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCation Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
244 34.5/D TOF 140.5 4.7 149.5 3.9 94% Pass A-1-a
245 34.5/H TOF 139.8 4.4 149.5 3.9 94% Pass A-1-a
246 35/P TOF 134.5 5.7 149.5 3.9 90% Pass A-1-a
247 32/BN.6 TOF 145.0 4.0 149.5 3.9 97% Pass A-1-a
248 35/W TOF 139.1 5.7 149.5 3.9 93% Pass A-1-a
249 35/M TOF 129.5 4.8 149.5 3.9 87% Fail A-1-a
249.1 35/M TOF 134.6 4.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
61 Structural Fill July 2, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A small sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
250 B40.3/B 2' BTOF 135.2 5.9 149.5 3.9 90% Pass A-1-a
251 B34.5/B 2' BTOF 141.0 5.4 149.5 3.9 94% Pass A-1-a
252 B35/E 2' BTOF 136.1 5.0 149.5 3.9 91% Pass A-1-a
253 B40.5/B TOF 134.6 4.7 149.5 3.9 90% Pass A-1-a
254 B34.5/B TOF 140.1 5.9 149.5 3.9 94% Pass A-1-a
255 B35/E TOF 130.1 4.7 149.5 3.9 87% Fail A-1-a
255.1 B35/E TOF 134.2 4.5 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: TOF=Top of footing, BTOF=Below top of footing
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
62 Structural Fill July 9, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
256 Footings 1061 at 34/SS 3' BTOF 129.5 4.7 149.5 3.9 87% Fail A-1-a
256.1 Footings 1061 at 34/SS-Retest 3' BTOF 134.0 4.5 149.5 3.9 90% Pass A-1-a
257 Footing 1061 at 34/SS 3' BTOF 134.7 5.2 149.5 3.9 90% Pass A-1-a
258 Footing 1033 3' BTOF 129.0 5.5 149.5 3.9 86% Fail A-1-a
258.1 Footing 1033 retest 3' BTOF 133.1 5.7 149.5 3.9 89% Fail A-1-a
258.2 Fooing 1033 retest 3' BTOF 143.3 5.2 149.5 3.9 96% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: TOF=Top of footing, BTOF=Below top of footing
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
63 Structural Fill July 11, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
259 Footings 1032-34/BAAA.2 BOF 131.2 4.7 149.5 3.9 88% Fail A-1-a
259.1 RETEST Footings 1032-34/BAAA.2 BOF 134.7 4.9 149.5 3.9 90% Pass A-1-a
260 Footing 1031-34/4BEEE.8 BOF 135.8 5.7 149.5 3.9 91% Pass A-1-a
261 42.4/BEEE.8 TOF 143.2 4.7 149.5 3.9 96% Pass A-1-a
262 35/BNNN.4 TOF 140.1 5.2 149.5 3.9 94% Pass A-1-a
263 48.4/BGGG.9 TOF 135.1 5.7 149.5 3.9 90% Pass A-1-a
264 35/BGGG.2 TOF 137.5 5.0 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
64 Structural Fill July 14, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
265 36/s5 2' BTOF 132.0 4.7 149.5 3.9 88% Fail A-1-a
265.1 Retest-36/s5 2' BTOF 135.0 5.9 149.5 3.9 90% Pass A-1-a
266 40/BTT.9 TOF 135.4 5.2 149.5 3.9 91% Pass A-1-a
267 38/BTT.9 TOF 136.7 4.7 149.5 3.9 91% Pass A-1-a
268 36/S5 1' BTOF 134.5 4.7 149.5 3.9 90% Pass A-1-a
269 36/BAAA.2 1' BTOF 134.7 5.7 149.5 3.9 90% Pass A-1-a
270 36/BNNN.4 1' BTOF 137.5 4.8 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Std Counts: 618/2241 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
65 Structural Fill July 14, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
271 Footing 1029 at BQQQ.4/B34.5 BOF 135.4 3.9 149.5 3.9 91% Pass A-1-a
272 Footing 1030 at BNNN.4/B34.5 BOF 133.0 4.7 149.5 3.9 89% Fail A-1-a
272.1 Footing 1030 at BNNN.4/B34.5 BOF 134.2 4.6 149.5 3.9 90% Pass A-1-a
273 Spread Footer B.6 BQQQ.4/B34.5-B42.4 BOF 136.9 4.5 149.5 3.9 92% Pass A-1-a
274 Footer B.6 BOF 132.5 4.7 149.5 3.9 89% Fail A-1-a
274.1 Footer B.6 BOF 134.5 4.8 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
66 Structural Fill July 14, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
275 Footing 1104 at BNNN.4/B29.4 BOF 132.1 4.7 149.5 3.9 88% Fail A-1-a
275.1 Footing 1104 at BNNN.4/B29.4 BOF 135.6 4.8 149.5 3.9 91% Pass A-1-a
276 36/BAAA.2 TOF 129.6 3.9 149.5 3.9 87% Fail A-1-a
276.1 36/BAAA.2 TOF 134.2 4.7 149.5 3.9 90% Pass A-1-a
277 36/BNNN.4 TOF 136.7 4.2 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
67 Structural Fill July 15, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
278 SS/B42.4 TOF 131.0 4.0 149.5 3.9 88% Fail A-1-a
278.1 SS/B42.4 TOF 134.6 4.2 149.5 3.9 90% Pass A-1-a
279 BAAA.2/36 TOF 128.9 4.3 149.5 3.9 86% Fail A-1-a
279.1 BAAA.2/36 TOF 135.7 4.8 149.5 3.9 91% Pass A-1-a
280 Footing 1169 at BEEE.8/B29.5 BOF 135.2 4.2 149.5 3.9 90% Pass A-1-a
281 BPPP.9/B40.3 BOF 136.2 5.3 149.5 3.9 91% Pass A-1-a
282 Footing 1104 at B29.5/BNNN.8 BOF 137.7 5.2 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
68 Structural Fill July 15, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
283 Footing 1168 at B29.8/BAAA.2 BOF 135.2 3.9 149.5 3.9 90% Pass A-1-a
284 Footing 1170 at B29.8/BTT.9 BOF 134.9 4.2 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
69 Structural Fill July 16, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind and a walk behind
Area Represented Sla on grade
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
285 BZZ.9/B55 RSG 135.5 4.7 149.5 3.9 91% Pass A-1-a
286 B57.2/BTT.9 RSG 131.2 5.2 149.5 3.9 88% Fail A-1-a
286.1 B57.2/BTT.9 RSG 134.5 5.0 149.5 3.9 90% Pass A-1-a
287 B48.4/BZZ.1 RSG 130.1 4.7 149.5 3.9 87% Fail A-1-a
287.1 B48.4/BZZ.1 RSG 133.9 4.5 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�In Job Name Client:
E N G I N E E R I N G C Q N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
70 Structural Fill July 17, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footers
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
288 S.O.G. at 59-63/E-M RSG 131.2 42 149.5 3.9 88% Fail A-1-a
288.1 S.O.G. at 59-63/E-M-Retest RSG 134.5 4.0 149.5 3.9 90% Pass A-1-a
289 Footing 1173 at BTT.9/B25.8 BOF 134.0 4.7 149.5 3.9 90% Pass A-1-a
290 Footing 1173 at BTT.9/B25.8 BOF 135.2 5.2 149.5 3.9 90% Pass A-1-a
291 Footing 1167 at B25.8/BAAA2 BOF 137.2 4.7 149.5 3.9 92% Pass A-1-a
292 Footing 1105 at B27.8/BSSS.3 BOF 131.6 5.7 149.5 3.9 88% Fail A-1-a
292.1 Footing 1105 at B27.8/BSSS.3-Retest BOF 135.7 5.2 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
71 Structural Fill July 17, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
293 Footing B.7 at BSSS.3/28-B34.5 BOF 135.6 5.9 149.5 3.9 91% Pass A-1-a
294 Footing B.7 at BSSS.3/28-B34.5 BOF 139.6 4.5 149.5 3.9 93% Pass A-1-a
295 34/BNNN.4 2' BTOF 135.6 5.2 149.5 3.9 91% Pass A-1-a
296 34/BEEE.8 2' BTOF 131.2 4.7 149.5 3.9 88% Fail A-1-a
296.1 34/BEEE.8-Retest 2' BTOF 133.9 4.6 149.5 3.9 90% Pass A-1-a
297 34/BAAA.2 2' BTOF 139.6 4.5 149.5 3.9 93% Pass A-1-a
298 HHH/34 2' BTOF 134.6 5.2 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
72 Structural Fill July 17, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
299 27.8/BNNN.4 2' BTOF 130.1 4.8 149.5 3.9 87% Fail A-1-a
299.1 27.8/BNNN.4 2' BTOF 134.2 4.5 149.5 3.9 90% Pass A-1-a
300 37.8/BEEE.8 2' BTOF 136.2 4.7 149.5 3.9 91% Pass A-1-a
301 37.8/BTT.9 2' BTOF 135.7 3.9 149.5 3.9 91% Pass A-1-a
302 34/BNNN.4 2' BTOF 134.1 4.2 149.5 3.9 90% Pass A-1-a
303 34/BEEE.8 2' BTOF 129.1 4.5 149.5 3.9 86% Fail A-1-a
303.1 34/BEEE.8-Retest 2' BTOF 134.1 4.3 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
73 Structural Fill July 17, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
304 HHH/34 2' BTOF 135.1 5.8 149.5 3.9 90% Pass A-1-a
305 34/BAAA.2 2' BTOF 136.4 5.0 149.5 3.9 91% Pass A-1-a
306 34/BEEE.8 TOF 132.6 4.9 149.5 3.9 89% Fail A-1-a
306.1 34/BEEE.8 TOF 134.5 4.9 149.5 3.9 90% Pass A-1-a
307 34/BNNN.4 TOF 137.6 5.9 149.5 3.9 92% Pass A-1-a
308 HHH/34 TOF 133.9 5.6 149.5 3.9 90% Pass A-1-a
309 37.8/BNNN.4 TOF 139.5 4.7 149.5 3.9 93% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
74 Structural Fill July 21, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
310 S.O.G. H/59 RSG 131.2 4.8 149.5 3.9 88% Fail A-1-a
310.1 S.O.G. H/59-Retest RSG 135.4 4.5 149.5 3.9 91% Pass A-1-a
311 S.O.G. H/49 RSG 139.6 4.8 149.5 3.9 93% Pass A-1-a
312 S.O.G. H/56 RSG 135.2 5.2 149.5 3.9 90% Pass A-1-a
313 B27.4/BTT.9 2' BTOF 134.2 4.7 149.5 3.9 90% Pass A-1-a
314 B27.4/BAAA.2 2' BTOF 133.9 4.9 149.5 3.9 90% Pass A-1-a
315 B25/BTT.10 2' BTOF 135.6 5.6 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
75 Structural Fill July 21, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill Footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
316 25/BTT.9 2' BTOF 135.7 5.7 149.5 3.9 91% Pass A-1-a
317 25/BAAA.2 2' BTOF 133.1 4.8 149.5 3.9 89% Fail A-1-a
317.1 25/BAAA.2-Retest 2' BTOF 134.6 4.5 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
76 Structural Fill July 22, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented S.O.G. Backfill Footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
318 S.O.G. at H/48 RSG 137.5 5.3 149.5 3.9 92% Pass A-1-a
319 S.O.G. at M/51 RSG 134.2 4.3 149.5 3.9 90% Pass A-1-a
320 S.O.G. at H/56 RSG 135.2 4.6 149.5 3.9 90% Pass A-1-a
321 Footing 1106 BOF 129.5 4.3 149.5 3.9 87% Fail A-1-a
322 Spread Footer B.8 BOF 129.6 3.9 149.5 3.9 87% Fail A-1-a
321.1 Footing 1106-Retest BOF 135.6 4.5 149.5 3.9 91% Pass A-1-a
322.1 Spread Footer B.8-Retest BOF 133.9 4.1 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
77 Structural Fill July 22, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented S.O.G. Backfill Footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
323 HHH/20 6' BMH 141.6 4.5 149.5 3.9 95% Pass A-1-a
324 HHH/21 6' BMH 139.5 4.4 149.5 3.9 93% Pass A-1-a
325 HHH/19 6' BMH 135.7 4.8 149.5 3.9 91% Pass A-1-a
326 BNNN.4/21 6' BMH 139.1 4.5 149.5 3.9 93% Pass A-1-a
327 HHH/20 4' BMH 131.2 5.3 149.5 3.9 88% Fail A-1-a
327.1 HHH/20-Retest 4' BMH 134.6 5.4 149.5 3.9 90% Pass A-1-a
328 HHH/21 4' BMH 135.6 5.8 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
78 Structural Fill July 22, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill manhole
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
329 HHH/19 4' BMH 140.1 5.7 149.5 3.9 94% Pass A-1-a
330 BNNN.4/21 4' BMH 138.1 5.8 149.5 3.9 92% Pass A-1-a
331 HHH/20 2' BMH 130.1 5.2 149.5 3.9 87% Fail A-1-a
331.1 HHH/20-Retest 2' BMH 134.1 5.0 149.5 3.9 90% Pass A-1-a
332 HHH/19 2' BMH 135.1 5.2 149.5 3.9 90% Pass A-1-a
333 BNNN.4/21 2' BMH 134.2 4.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
79 Structural Fill July 23, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area RepreSented Backfill footins and manhole
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
334 HHH/20 1' BMH 136.7 4.8 149.5 3.9 91% Pass A-1-a
335 HHH/19 1' BMH 135.2 5.2 149.5 3.9 90% Pass A-1-a
336 BNNN.4/21 1' BMH 134.9 5.0 149.5 3.9 90% Pass A-1-a
337 Spread Footer B.8 BOF 141.0 4.8 149.5 3.9 94% Pass A-1-a
338 Footing 1107 BOF 130.1 5.6 149.5 3.9 87% Fail A-1-a
338.1 Footing 1107-Retest BOF 134.9 5.7 149.5 3.9 90% Pass A-1-a
339 Footing 111 BOF 136.5 4.8 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BMH=
BOF=Bottom of footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
80 Structural Fill July 23, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area RepreSented Backfill footins and manhole
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
340 Footing 1165 BOF 134.9 5.9 149.5 3.9 90% Pass A-1-a
341 1165 BOF 133.9 5.6 149.5 3.9 90% Pass A-1-a
342 Footer 1164 BOF 129.1 4.2 149.5 3.9 86% Fail A-1-a
342.1 Footer 1164-Retest BOF 136.0 4.5 149.5 3.9 91% Pass A-1-a
343 Footer 1164 BOF 137.2 4.9 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
BOF=Bottom of Footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
81 Structural Fill July 24, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footer
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
345 Footing 1141 BOF 137.8 4.8 149.5 3.9 92% Pass A-1-a
346 Footing 1145 BOF 139.1 5.2 149.5 3.9 93% Pass A-1-a
347 Footing 1146 BOF 132.4 3.9 149.5 3.9 89% Fail A-1-a
347.1 Footing 1146-Retest BOF 136.2 4.2 149.5 3.9 91% Pass A-1-a
348 Footing 1112 BOF 134.2 5.7 149.5 3.9 90% Pass A-1-a
349 Footing 1114 BOF 136.7 5.2 149.5 3.9 91% Pass A-1-a
350 Footing 1121 BOF 134.1 4.8 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
BOF=Bottom of footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
82 Structural Fill July 25, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footers
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
351 Footing 1111 at 23/BNNN.4 BOF 128.5 4.8 149.5 3.9 86% Fail A-1-a
351.1 Footer1111 at23/BNNN.4-Retest BOF 135.6 5.2 149.5 3.9 91% Pass A-1-a
352 Footing 1137 BOF 137.2 5.8 149.5 3.9 92% Pass A-1-a
353 Footing 1133 BOF 135.6 4.8 149.5 3.9 91% Pass A-1-a
354 Footing 1129 BOF 140.6 5.2 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
BOF=Bottom of footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
83 Structural Fill July 28, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented S.O.G./Footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
355 S.O.G. at W-BEE.6/47-59 RSG 137.6 9.8 149.5 3.9 92% Fail A-1-a
355.1 S.O.G. at W-BEE.6/47-59-Retest RSG 135.4 5.9 149.5 3.9 91% Pass A-1-a
356 Footing 1128 BOF 135.4 5.5 149.5 3.9 91% Pass A-1-a
357 Footing 1129 BOF 138.2 5.8 149.5 3.9 92% Pass A-1-a
358 Footing 1137 BOF 141.2 5.2 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: Area was pumping we notified Stevie Ray, he will replace with dry soil (will retest)
BOF=Bottom of footer/RSG=Rough Surface Grade
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
84 Structural Fill July 29, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented S.O.G./Footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
359 S.O.G. at BPP.9/52.3 RSG 129.2 5.2 149.5 3.9 86% Fail A-1-a
359.1 S.O.G. at BPP.9/52.3-Retest RSG 135.2 5.6 149.5 3.9 90% Pass A-1-a
360 S.O.G. at B61.5/BTT.7 RSG 137.4 5.0 149.5 3.9 92% Pass A-1-a
361 S.O.G. at BPP.9/61.5 RSG 120.1 4.8 149.5 3.9 80% Fail A-1-a
361.1 S.O.G. at BPP.9/61.5-Retest RSG 133.9 5.2 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
RSG=Rough Surface Grade
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
85 Structural Fill July 30, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented S.O.G./Footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
362 S.O.G. at 52.3/BTT.9 RSG 135.6 4.8 149.5 3.9 91% Pass A-1-a
363 S.O.G. at 56/BLL.8 RSG 137.4 5.2 149.5 3.9 92% Pass A-1-a
364 S.O.G. at 59/BPP.9 RSG 134.7 5.6 149.5 3.9 90% Pass A-1-a
365 Footing 1120 at 18/BNNN.4 RSG 129.7 5.2 149.5 3.9 87% Fail A-1-a
365.1 Footing 1120 at 18/BNNN.4 RSG 135.6 5.8 149.5 3.9 91% Pass A-1-a
366 Footing 1137 at 1/TTT RSG 136.5 4.8 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
RSG=Rough Surface Grade
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
86 Structural Fill July 31, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk behind
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
367 Footer 1141 at JJJ/1 BOF 138.1 4.6 149.5 3.9 92% Pass A-1-a
368 Footer B16 at 1.3/TTT BOF 137.2 5.2 149.5 3.9 92% Pass A-1-a
369 Footer D.1 at 1/RRR-JJJ BOF 135.9 5.5 149.5 3.9 91% Pass A-1-a
370 Footers 1206-1203 at RA/R1-R4 BOF 132.1 4.4 149.5 3.9 88% Fail A-1-a
370.1 Footers 1206-1203 at RA/R1-R4 BOF 135.2 4.9 149.5 3.9 90% Pass A-1-a
371 Footer 1206-1203 BOF 136.7 5.5 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
RSG=Rough Surface Grade
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
87 Structural Fill August 1, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
372 B17.7/HHH 4' BTOF 141.6 5.7 149.5 3.9 95% Pass A-1-a
373 B23.4/HHH 4' BTOF 137.6 5.5 149.5 3.9 92% Pass A-1-a
374 BNNN.4/21 4' BTOF 135.7 4.8 149.5 3.9 91% Pass A-1-a
375 B24/HHH 4' BTOF 130.1 5.2 149.5 3.9 87% Fail A-1-a
375.1 B24/HHH-Retest 4' BTOF 135.6 5.4 149.5 3.9 91% Pass A-1-a
376 BEEE.8/24 4' BTOF 134.9 4.8 149.5 3.9 90% Pass A-1-a
377 BNNN.4/24 4' BTOF 136.8 5.0 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
BTOF=Below Top of Footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
88 Structural Fill August 1, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
378 B23.4/HHH 3' BTOF 135.6 4.8 149.5 3.9 91% Pass A-1-a
379 BNNN.4/24 3' BTOF 134.6 5.2 149.5 3.9 90% Pass A-1-a
380 B24/HHH 3' BTOF 136.2 5.0 149.5 3.9 91% Pass A-1-a
381 BEEE.8/24 3' BTOF 135.1 5.7 149.5 3.9 90% Pass A-1-a
382 B17.7/HHH 3' BTOF 134.6 5.2 149.5 3.9 90% Pass A-1-a
383 BNNN.4/21 3' BTOF 131.7 5.1 149.5 3.9 88% Fail A-1-a
384 BNNN.4/21-Retest 3' BTOF 134.6 5.4 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
BTOF=Below Top of Footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
89 Structural Fill August 4, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
385 B.15 at B24.4/TTT BOF 128.6 4.5 149.5 3.9 86% Fail A-1-a
385.1 B.15 at B24.4/TTT-Retest BOF 135.6 5.2 149.5 3.9 91% Pass A-1-a
386 1127 at 3/TTT BOF 136.5 5.4 149.5 3.9 91% Pass A-1-a
387 D.4 at BEEE.8/1.3 BOF 135.2 4.9 149.5 3.9 90% Pass A-1-a
388 1203 at RA/R4 BOF 138.1 5.2 149.5 3.9 92% Pass A-1-a
389 D.7 at RA/R3.5 BOF 137.9 5.6 149.5 3.9 92% Pass A-1-a
390 B.11 at B17.7/TTT BOF 134.6 5.1 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
BOF=Bottom of Footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
90 Structural Fill August 4, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
391 1.1/BNNN.4 TOF 130.1 5.6 149.5 3.9 87% Fail A-1-a
391.1 1.1/BNNN.4-Retest TOF 134.5 5.8 149.5 3.9 90% Pass A-1-a
392 1.4/BNNN.4 TOF 135.6 4.9 149.5 3.9 91% Pass A-1-a
393 B23/QQQ TOF 134.7 5.7 149.5 3.9 90% Pass A-1-a
394 B17.7/BNNN.4 TOF 127.1 4.9 149.5 3.9 85% Fail A-1-a
394.1 B17.7/BNNN.4-Retest TOF 134.7 5.2 149.5 3.9 90% Pass A-1-a
395 15/QQQ TOF 137.8 5.9 149.5 3.9 92% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
TOF=Top of Footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
91 Structural Fill August 7, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
396 B.14 at 6/QQQ RFSG 136.5 5.9 149.5 3.9 91% Pass A-1-a
397 1150 at BEEE.8/5 RFSG 134.6 5.8 149.5 3.9 90% Pass A-1-a
398 1125 at 7/UUU RFSG 130.6 5.6 149.5 3.9 87% Fail A-1-a
398.1 1125 at 7/UUU RFSG 133.9 5.7 149.5 3.9 90% Pass A-1-a
399 B.13 at B8.5/UUU RFSG 134.7 5.4 149.5 3.9 90% Pass A-1-a
400 1123 at B10.8/UUU RFSG 128.1 6.1 149.5 3.9 86% Fail A-1-a
400.1 1123 at B10.8/UUU RFSG 133.9 5.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
RFSG=Rough Footer Surface Grade
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
92 Structural Fill August 11, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Backfill footings
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
401 Footer 1202 at 5/W BOF 133.9 5.8 149.5 3.9 90% Pass A-1-a
402 Footer D.8 at 4/W BOF 135.6 5.9 149.5 3.9 91% Pass A-1-a
403 Footer 1187 at 6/BZZ.9 BOF 134.2 6.5 149.5 3.9 90% Fail A-1-a
403.1 Footer 1187 at 6/BZZ.9-Retest BOF 135.2 5.8 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: Footer 1187 had water issues, the water was pumped out and let dry
BOF=Bottom of Footer
Nuclear Gauge No.: 34 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
93 Structural Fill August 12, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Footer 1184
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
404 Footer 1184 at 6/BTT10 BOF 139.3 4.4 149.5 3.9 93% Pass A-1-a
405 B2.4/BEEE.8 3' BTOF 141.2 4.8 149.5 3.9 94% Pass A-1-a
406 3/HHH 3' BTOF 137.2 5.2 149.5 3.9 92% Pass A-1-a
407 B2.4/HHH 3' BTOF 139.7 5.6 149.5 3.9 93% Pass A-1-a
408 B2.4/BEEE.8 2' BTOF 132.1 5.2 149.5 3.9 88% Fail A-1-a
408.1 B2.4/BEEE.8-Retest 2' BTOF 134.6 5.4 149.5 3.9 90% Pass A-1-a
409 3/HHH 2' BTOF 135.1 4.9 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
94 Structural Fill August 12, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Backfill Prep
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
410 B2.4/BEEE.8 TOF 135.7 4.6 149.5 3.9 91% Pass A-1-a
411 B3/HHH TOF 133.9 5.8 149.5 3.9 90% Pass A-1-a
412 B2.4/HHH TOF 133.1 4.8 149.5 3.9 89% Fail A-1-a
412.1 B2.4/HHH-Retest TOF 134.6 4.9 149.5 3.9 90% Pass A-1-a
413 7/HHH TOF 135.2 5.8 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
95 Structural Fill August 14, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
414 Footer 1063 at 34/BHH.9 BOF 133.2 4.1 149.5 3.9 89% Fail A-1-a
414.1 Footer 1063 at 34/BHH.9-Retest BOF 137.2 5.0 149.5 3.9 92% Pass A-1-a
415 Footer 1064 at 40/BHH.9 BOF 141.6 5.2 149.5 3.9 95% Pass A-1-a
416 Placing boom footer at 37/Y BOF 134.2 4.1 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
96 Structural Fill August 19, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheepsfoot
Area Represented Footer backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
420 Footer 1124 at B8.5/QQQ BOF 136.8 4.1 149.5 3.9 92% Pass A-1-a
421 B47.5/BPP.9 3' BTOF 140.8 3.6 149.5 3.9 94% Pass A-1-a
422 B48.7/BHH.9 3' BTOF 136.3 5.0 149.5 3.9 91% Pass A-1-a
423 Y/B47.5 3' BTOF 148.9 3.1 149.5 3.9 100% Pass A-1-a
424 B47.5/BPP.9 2' BTOF 134.7 3.1 149.5 3.9 90% Pass A-1-a
425 B48.7/BHH.9 2' BTOF 133.1 3.8 149.5 3.9 89% Fail A-1-a
425.1 B48.7/BHH.9-Retest 2' BTOF 134.2 4.2 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
97 Structural Fill August 19, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Footer backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
426 Y/B47.5 2' BTOF 134.7 3.7 149.5 3.9 90% Pass A-1-a
427 B47.5/BPP.5 TOF 135.6 5.2 149.5 3.9 91% Pass A-1-a
428 B48.7/BHH.9 TOF 140.1 3.6 149.5 3.9 94% Pass A-1-a
429 Y/B47.5 TOF 135.7 4.8 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
98 Structural Fill August 21, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Footer backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
430 16/BNNN.4 2' BTOF 136.7 5.2 149.5 3.9 91% Pass A-1-a
431 B17.7/RRR 2' BTOF 134.2 4.8 149.5 3.9 90% Pass A-1-a
432 16/BWWW.4 1' BTOF 132.1 4.2 149.5 3.9 88% Fail A-1-a
432.1 16/BWWW.4 1' BTOF 134.5 4.5 149.5 3.9 90% Pass A-1-a
433 16/BNNN.4 TOF 137.8 3.5 149.5 3.9 92% Pass A-1-a
434 B17.7/RRR TOF 140.1 4.2 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
99 Structural Fill August 21, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Footer backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
435 B12.8/BRR.7 at 1178 3' BTOF 133.1 4.5 149.5 3.9 89% Fail A-1-a
435.1 B12.8/BRR.7 at 1178 3' BTOF 134.9 4.8 149.5 3.9 90% PASS A-1-a
436 7/QQQ at 1124 3' BTOF 137.1 4.8 149.5 3.9 92% PASS A-1-a
437 B12.8/BRR.7 at 1178 2' BTOF 135.7 5.2 149.5 3.9 91% PASS A-1-a
438 7/QQQ at 1124 2' BTOF 138.1 4.8 149.5 3.9 92% PASS A-1-a
439 B12.8/BRR.7 at 1178 TOF 134.6 5.0 149.5 3.9 90% PASS A-1-a
440 7/QQQ at 1124 TOF 135.1 5.5 149.5 3.9 90% PASS A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BTOF=Below Top of Footer
TOF=Top of Footer
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�In Job Name Client:
E N G I N E E R I N G C Q N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
100 Structural Fill August 25, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
441 Spread Footer D.9 at 6/BTT.9 BOF 135.1 3.9 149.5 3.9 90% Pass A-1-a
442 Placing Board#2 7/BEEE.8 BOF 1332 4.1 149.5 3.9 89% Fail A-1-a
442.1 Placing Board#2 7/BEEE.8 BOF 137.5 4.5 149.5 3.9 92% PASS A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BOF=Bottom of Footer
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�In Job Name Client:
E N G I N E E R I N G C Q N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
101 Structural Fill August 26, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind
Area Represented Footing Backfill
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
443 1154 at 9/BAAA2 BOF 139.2 4.6 149.5 3.9 93% Pass A-1-a
444 1154 at 9/BEEE.8 BOF 140.1 5.4 149.5 3.9 94% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: BOF=Bottom of Footer
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
102 Structural Fill August 28, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheep's foot compactor
Area Represented Slab on grade
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
445 S.O.G. at R10/RH RSG 135.1 4.6 149.5 3.9 90% Pass A-1-a
446 S.O.G. at A/36 RSG 134.6 4.0 149.5 3.9 90% Pass A-1-a
447 S.O.G. at C/34 RSG 136.2 5.1 149.5 3.9 91% Pass A-1-a
448 S.O.G. at A/43 RSG 132.4 4.2 149.5 3.9 89% Fail A-1-a
448.1 S.O.G. at A/43 RSG 139.4 4.2 149.5 3.9 93% Pass A-1-a
449 S.O.G. at E/32 RSG 135.1 4.7 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: RSG=Rough Surface Grade
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
103 Structural Fill August 28, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind sheep's foot compactor
Area Represented Footer Prep
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
450 Footer 1154 at 9/BAAA.2 RSG 130.4 4.0 149.5 3.9 87% Fail A-1-a
450.1 Footer 1154 at 9/BAAA.2 RSG 133.9 4.2 149.5 3.9 90% Pass A-1-a
451 Footer 1154 at B12.4/BAAA.2 RSG 129.5 4.5 149.5 3.9 87% Fail A-1-a
451.1 Footer 1154 at B12.4/BAAA.2 RSG 134.2 5.0 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments: RSG=Rough Surface Grade
Nuclear Gauge No.: 46 Field Technician: James Ford
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
104 Structural Fill September 3, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray/Jeff
Equipment Utilized: A walk-behind sheep's foot compactor
Area Represented Footing
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
452 Fooitng BAA2-18 4' Below 142.3 4.2 149.5 3.9 95% Pass A-1-a
Grade
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Construction Representative Notified: Jeff
Comments:
Nuclear Gauge No.: 56 Field Technician: April Wyatt
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
105 Structural Fill September 5, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Construction Representative Notified: Stevie Ray
Equipment Utilized: A skidster and a walk behind sheepsfoot
Area Represented Footing 1190, Footing 1154, 1163, 1162
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
453 16/W 2 BG 135.6 4.2 149.5 3.9 91% Pass A-1-a
454 20/W.5 2 BG 137.2 4.0 149.5 3.9 92% Pass A-1-a
455 17/DDD 3 BG 135.9 3.8 149.5 3.9 91% Pass A-1-a
456 21 /DDD.5 1 BG 134.9 4.6 149.5 3.9 90% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: WVC Representative Notified: Stevie Ray
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
106 Structural Fill September 6, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie Ray
Equipment Utilized: A walk behind sheepsfoot
Area Represented Footing 1190, 1154, 1163, 1162
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
457 9/W.8 3' Below 136.7 5.0 149.5 3.9 91% Pass A-1-a
Grade
458 16/DDD 3' Below 135.9 3.9 149.5 3.9 91% Pass A-1-a
Grade
459 17/DDD 2' Below 140.2 4.6 149.5 3.9 94% Pass A-1-a
Grade
460 20/W.8 2' Below 138.6 5.0 149.5 3.9 93% Pass A-1-a
Grade
461 17/BAAA.2 2' Below 137.4 4.2 149.5 3.9 92% Pass A-1-a
Grade
462 17/W 1' Below 139.2 5.1 149.5 3.9 93% Pass A-1-a
Grade
463 13/DDD 1' Below 140.7 4.8 149.5 3.9 94% Pass A-1-a
Grade
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff T
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
107 Structural Fill September 9, 2008 Mr. David Williams
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot and a skidster
Area Represented Footings 1193, 1171
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
464 Footing#1171 RSG 138.1 3.5 149.9 3.9 92% Pass A-1-a
465 Footing#1193 RSG 136.2 3.7 149.5 3.9 91% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff T
Comments: .
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
108 Structural Fill September 11, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie Ray
Equipment Utilized: 1 walk behind shhepsfoot
Area Represented Footings 1194 and 1172
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
466 Footing#1194 RSG 136.1 4.6 149.5 3.9 91% Pass A-1-a
467 Footing#1172 RSG 139.4 4.0 149.5 3.9 93% Pass A-1-a
Specifications: Min. 90 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff T
Comments: .
Nuclear Gauge No.: 74 Field Technician: Nate Fintel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
109 Structural Fill September 16, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie Ray
Equipment Utilized: A sheepsfoot
Area Represented Slab on Grade B29.8/B57.2, BAAA.2/BSSS.4
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
468 B34.5/BNNN.4 RSG 135.1 4.0 140.0 6.0 97% Pass A-2-4
469 BEEE.5/52.3 RSG 132.6 4.6 138.8 6.6 96% Pass A-2-4
470 BGGG.9/B25.8 RSG 133.8 5.8 138.8 6.6 96% Pass A-2-4
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Jeff Thompson
Comments: .
Nuclear Gauge No.: 70 Field Technician: Nate Fintel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
110 Structural Fill September 18, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie Ray
Equipment Utilized: A track hoe, a skidster,and a sheepsfoot
Area Represented Basement
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
471 42.4-KK RSG 142.7 5.4 149.5 3.9 95% Pass A-1-a
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff Thompson
Comments:
Nuclear Gauge No.: 72 Std Counts: 758/2812 Field Technician: Stephen Buckeridge
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
111 Structural October 13, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Steve
Equipment Utilized: A sheepsfoot
Area Represented Garage level slab on grade pour 10
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
472 Gridline 4.9-BGGG.2 RSG 134.0 4.4 138.3 6.6 97% Pass A-2-4
Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified:
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
112 Structural October 21, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A bobcat,two walk behind sheepsfoot compactor
Area Represented Garage Level Gridline MM, B34.5
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
473 Gridline MM, B34.5 RSG 134.1 5.9 138.3 6.6 97% Pass A-2-4
Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
113 Structural November 4, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Jeff
Equipment Utilized: A walk behind sheepsfoot compactor
Area Represented SOG 13/4 under precast lamp GL BEEE.8-BTT.9 and 11-23
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
474 Gridline GL BEEE.8-22 RSG 143.5 5.0 149.5 3.9 96% Pass A-1-a
475 Gridlines GL BTT.9-15 RSG 144.7 5.2 149.5 3.9 97% Pass A-1-a
Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments:
RSG=Rough Surface Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
114 Structural November 5, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Steve
Equipment Utilized: A bobcat, a vibratory walk behind sheepsfoot compactor
Area Represented Lower garage level-Gridlines BTT.9, 34.5-46+F-A, 21-26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
476 Gridlines AA42 RSG 143.2 5.6 149.5 3.9 96% Pass A-1-a
477 Gridlines NN 38 RSG 143.9 5.9 149.5 3.9 96% Pass A-1-a
478 Gridline D24 RSG 145.1 4.3 149.5 3.9 97% Pas A-1-a
Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff
Comments:
RSG=Rough Surface Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences Vail Resorts Development Company
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
115 Structural November 6, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Steve
Equipment Utilized: Sheepsfoot compactor,trackhoe
Area Represented Footings#1182, 1176, 1175, 1197
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
479 Footing 1182 RSG 141.5 5.9 149.5 3.9 95% Pass A-1-a
480 Footing 1176 RSG 144.3 5.8 149.5 3.9 97% Pass A-1-a
481 Footing 1175 RSG 142.2 5.6 149.5 3.9 95% Pass A-1-a
482 Footing 1197 RSG 143.1 5.3 149.5 3.9 96% Pass A-1-a
Specifications: Min. 95 % Max Dry Density +/-2 Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Jeff Rodriguez
Comments:
RSG=Rough Surface Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
115 Structural Fill November 18, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie
Equipment Utilized: A track hoe,a skidster, and a walk behind sheepsfoot
Area Represented (A-F)-(21-26)&slab on grade subgrade at(BN.6-P)-(21-28)
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
483 Gridline 0/25 RSG 135.6 6.5 138.3 6.6 98% Pass A-2-4
484 Gridline A.5/25 17' Below 133.9 6.3 138.3 6.6 97% Pass A-2-4
Grade
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Standard Proctor A-2-4
General Contractor: PCL Representative Notified: Andy
Comments: RSG=Rough Surface Grade
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
116 Structural Fill November 19, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie
Equipment Utilized: A track hoe,a skidster, and a walk behind sheepsfoot
Area Represented (A-F)-(21-26)
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
485 Gridline C/24 16' Below 137.1 5.9 144.1 5.0 95% Pass A-2-4
Grade
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
117 Structural Fill November 20, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie
Equipment Utilized: A track hoe,a skidster, and a walk behind sheepsfoot
Area Represented (A-F)-(21-26)
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
486 Gridline D/23 14' Below 134.4 6.2 140.0 6.0 96% Pass A-2-4
Grade
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
18 Structural Fill November 21, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie
Equipment Utilized: A track hoeand a walk behind sheepsfoot
Area Represented Footers 1196& 1225
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
487 Gridline Z/17 RSG 133.6 6.3 140.0 6.0 95% Pass A-2-4
488 Gridline KK/20 RSG 134.8 6.5 140.0 6.0 96% Pass A-2-4
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
��Q��� Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
119 Structural Fill November 24, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Stevie
Equipment Utilized: A track hoe and a walk behind sheepsfoot
Area Represented Footers 1195& 1226
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
489 Footer 1226 RSG 135.4 6.1 140.0 6.0 97% Pass A-2-4
490 Footer 1195 RSG 137.2 6.4 140.0 6.0 98% Pass A-2-4
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Jeff
Comments:
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices: Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
120 Structural Fill December 3, 2008 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: Bobcat
Area Represented Garage Level Gridline A-J,21-26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
491 Gridline E.O, 23.0 16' BG 128.6 8.9 139.8 6.3 92% Fail A-1-a
492 Gridline F.O, 24.0 16' BG 129.5 8.4 139.8 6.3 93% Fail A-1-a
491.1 Retest Gridline E.O, 23.0 16' BG 132.6 7.1 139.8 6.3 95% Pass A-1-a
492.1 Retest Gridline F.O, 24.0 16'BG 132.7 7.0 139.8 6.3 95% Pass A-1-a
493 Gridline F.O, 25.0 15' BG 132.8 6.8 139.8 6.3 95% Pass A-1-a
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Andrew
Comments: BG = Below Grade
Nuclear Gauge No.: 46 Field Technician: Derek Richards
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
121 Structural Fill February 10, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified:
Equipment Utilized: A skidster and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
494 Gridline B/24 10' Below 143.2 2.9 149.5 3.9 96% Pass A-1-a
Grade
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Andrew
Comments:
Nuclear Gauge No.: 70 Std Counts: - Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
122 Structural Fill March 16, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
495 Gridline A.1/25 6' Below 120.3 11.3 120.8 11.0 100% Pass A-2-6
Grade
496 Gridlines B/23 7' Below 118.6 11.6 120.8 11.0 98% Pass A-2-6
Grade
497 Gridlines D/24 7' Below 118.3 12.1 120.8 11.0 98% Pass A-2-6
Grade
498 Gridlines E/22 6' Below 112.4 17.9 120.8 11.0 93% Fail A-2-6
Grade
499 Gridlines A/24 5' Below 112.3 16.8 120.8 11.0 93% Fail A-2-6
Grade
500 Gridlines B/25.5 6' Below �12.7 16.9 120.8 11.0 93% Fail A-2-6
Grade
498.1 Gridlines E/22-Retest 6' Below 116.8 13.0 120.8 11.0 97% Pass A-2-6
Grade
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 70 Std Counts: 667/2541 Field Technician: Eric Mocko
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
123 Structural Fill March 16, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
499.1 Gridline A/24-Retest 5' Below 116.2 13.4 120.8 11.0 96% Pass A-2-6
Grade
500.1 Gridlines B/25.5 6' Below 117.0 12.5 120.8 11.0 97% Pass A-2-6
Grade
501 Gridlines A.5/24.5 4' Below 117.5 13.0 120.8 11.0 97% Pass A-2-6
Grade
502 Gridlines B/23 4' Below 116.2 12.8 120.8 11.0 96% Pass A-2-6
Grade
503 Gridlines C.5/23.5 5' Below 118.6 12.3 120.8 11.0 98% Pass A-2-6
Grade
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 70 Std Counts: 667/2541 Field Technician: Eric Mocko
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
124 Structural Fill March 17, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
504 Gridline A.2/24.5 3' Below 116.5 12.5 120.8 11.0 96% Pass A-2-6
Grade
505 Gridlines D/24 4' Below 118.8 12.6 120.8 11.0 98% Pass A-2-6
Grade
506 Gridlines C/22 3' Below 116.6 12.7 120.8 11.0 97% Pass A-2-6
Grade
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Jeff
Comments: Sample I.D. #1106
Nuclear Gauge No.: 70 Std Counts: 667/2534 Field Technician: Eric Mocko
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
125 Structural Fill March 19, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
507 Gridline A/23 3' BFG 111.2 16.1 120.8 11.0 92% Fail A-2-6
508 Gridlines C/21 3' BFG 107.5 17.5 120.8 11.0 89% Fail A-2-6
509 Gridlines B/25 3' BFG 110.7 15.9 120.8 11.0 92% Fail A-2-6
507.1 Gridlines A/23-Retest 3' BFG 120.7 11.3 120.8 11.0 100% Pass A-2-6
508.1 Gridlines B/25-Retest 3' BFG 121.0 11.0 120.8 11.0 100% Pass A-2-6
509.1 Gridlines B/25 3' BFG 120.9 11.3 120.8 11.0 100% Pass A-2-6
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Jeff
Comments: BFG=Below Footer Grade
Nuclear Gauge No.: 72 Std Counts: 752/2776 Field Technician: Eric Mocko
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
126 Structural Fill March 19, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
510 Gridline E/24 2' BFG 120.3 10.9 120.8 11.0 100% Pass A-2-6
511 Gridlines D/23 2' BFG 121.1 11.3 120.8 11.0 100% Pass A-2-6
512 Gridlines A.2/25 2' BFG 121.3 11.2 120.8 11.0 100% Pass A-2-6
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments: BFG=Below Footer Grade
Nuclear Gauge No.: 72 Std Counts: 752/2776 Field Technician: Eric Mocko
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
127 Structural Fill June 8, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
513 Gridline E/23 6' BFG 115.8 11.3 120.8 11.0 96% Pass A-2-6
514 Gridlines B/24 5' BFG 119.7 11.6 120.8 11.0 99% Pass A-2-6
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments: BFG=Below Footer Grade
Nuclear Gauge No.: 70 Std Counts: 752/2776 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
128 Structural Fill June 9, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
515 Gridline B-25 4' BFG 120.3 9.9 120.8 11.0 100% Pass A-2-6
516 Gridlines C-21 4' BFG 117.5 10.4 120.8 11.0 97% Pass A-2-6
517 Gridlines A.5-23.5 3' BFG 114.8 10.7 120.8 11.0 95% Pass A-2-6
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments: BFG=Below Footer Grade
Nuclear Gauge No.: 70 Std Counts: 667/2540 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
129 Structural Fill June 10, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
518 Gridline A-23 2' BFG 119.3 9.5 120.8 11.0 99% Pass A-2-6
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments: BFG=Below Footer Grade
Nuclear Gauge No.: 70 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�In Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
130 Structural Fill June 15, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe,a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
519 Gridline C-22 2' BFG 116.4 10.2 120.8 11.0 96% Pass A-2-6
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments: BFG=Below Footer Grade
Nuclear Gauge No.: 70 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�In Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
131 Structural Fill June 16, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe,a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
520 Gridline D-25 1' BFG 111.3 11.5 120.8 11.0 92% Fail A-2-6
520.1 Gridline D-25 1' BFG 117.6 10.8 120.8 11.0 97% Pass A-2-6
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments: BFG=Below Footer Grade
Nuclear Gauge No.: 70 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�In Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
132 Structural Fill June 25, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe,a skidster,and a walk behind sheepsfoot
Area Represented Gridlines A to F and 21 to 26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
521 Gridline C-23.5 RFG 119.2 10.9 120.8 11.0 99% Pass A-2-6
522 Gridline A.5-24 RFG 116.1 11.4 120.8 11.0 96% Pass A-2-6
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-6
General Contractor: PCL Representative Notified: Cowboy
Comments: RFG=Rough Footer Grade
Nuclear Gauge No.: 70 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
133 Structural Fill July 2, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and jumping jacks
Area RepreSented Southwest retaining walls
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
523 JJJ /0.5 4 BG 137.2 6.7 140.0 7.3 98% Pass A-1
524 UUU.5/ 1 3 BG 135.4 6.2 140.0 7.3 97% Pass A-1
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
134 Structural Fill July 6, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and jumping jacks
Area RepreSented Southwest retaining walls
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
525 TTT/0.5 2 BG 138.1 7.1 142.4 6.5 97% Pass -1; 12%roc
526 UUU.5/ 1 1 BG 137.7 6.5 142.4 6.5 97% Pass -1; 12%roc
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
135 Structural Fill July 14, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and jumping jacks
Area Represented gridlines A to F and 20-24
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
527 B.1 /21.2 5 BG 135.4 6.6 140.0 7.3 97% Pass A-1
528 A.5/23 4 BG 134.1 7.7 140.0 7.3 96% Pass A-1
529 B/23 3 BG 135.5 7.0 140.0 7.3 97% Pass A-1
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
136 Structural Fill July 15, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and jumping jacks
Area Represented gridlines A to F and 20-24
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
530 C/21 5 BG 138.2 7.1 140.0 7.3 99% Pass A-1
531 D/22 4 BG 135.1 7.6 140.0 7.3 97% Pass A-1
532 B.1 /21 3 BG 137.5 6.8 140.0 7.3 98% Pass A-1
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
137 Structural Fill August 3, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and jumping jacks
Area Represented Retaining wall footer at Gridline(J.6-Q)-(16.5-20)
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
533 Gridline N.6-17 RSG 145.3 5.0 149.5 3.9 97% Pass A-1-a
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
138 Structural Fill August 7, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and a sheepsfoot
Area Represented Footer subgrade at Gridlines Q-12 to CC-7.6
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
534 Gridlines Z-9 RSG 138.3 6.1 140.3 5.4 99% Pass A-1-b
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-b
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
139 Structural Fill August 20, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and a sheepsfoot
Area RepreSented Retaining wall at gridlines KK-7 to Q-12
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
535 Gridlines AA-8 2' BG 134.6 5.1 140.3 5.4 96% Pass A-1-b
536 Gridlines V-9 1' BG 135.8 6.5 140.3 5.4 97% Pass A-1-b
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-b
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
140 Structural Fill September 2, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and a sheepsfoot
Area Represented Footer at Gridlines HH-7 to TT.9-4.9
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
537 Gridlines PP-5.5 2' BG 143.7 4.9 149.5 3.9 96% Pass A-1-a
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
141 Structural Fill September 4, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe and a sheepsfoot
Area Represented west Retaining wall
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
538 Gridlines HH/11.1 RSG 130.2 6.4 133.0 7.3 98% Pass A-2-4
539 Gridlines HH/11.1 RSG 130.8 7.0 133.0 7.3 98% Pass A-2-4
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Andy
Comments: RSG=Rough Surface Grade
Nuclear Gauge No.: 70 Field Technician: Marvin Troxel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
141 Structural Fill September 9, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and a sheepsfoot
Area Represented Footer at Gridlines VV/1.5 to AAA/1.3
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
538 Gridlines VV/1.4 RSG 144.8 3.4 149.5 3.9 97% Pass A-1-a
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
142 Structural Fill September 11, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and a sheepsfoot
Area Represented Footer at Gridlines TT.9/5 to JJ/7
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
539 Gridlines NN/5.3 2' Below 145.9 4.6 149.5 3.9 98% Pass A-1-a
Grade
540 Gridlines PP/6.5 3' Below 144.1 4.3 149.5 3.9 96% Pass A-1-a
Grade
541 Gridlines TT/5.5 2' Below 147.1 5.1 149.5 3.9 98% Pass A-1-a
Grade
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
143 Structural Fill September 14, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe, a skidster,and a sheepsfoot
Area Represented Retaining Wall at Gridlines TT.9/5 to JJ/7
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
542 Gridlines NN/6.2 1' Below 144.8 5.6 149.5 3.9 97% Pass A-1-a
Grade
543 Gridlines TT/6.5 2' Below 143.9 4.9 149.5 3.9 96% Pass A-1-a
Grade
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-1-a
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Std Counts: 762/2715 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
144 Structural Fill September 17, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A track hoe and jumping jack
Area Represented Footer subgrade approximatley 10'north of Gridline A between Gridlines 24-26
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
544 Approximately 9' north of Gridlines A/25 RSG 128.4 8.5 133.0 7.3 97% Pass A-2-4
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Andy
Comments: RSG=Rough Surface Grade
Nuclear Gauge No.: 74 Std Counts: 769/2719 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
145 Structural Fill September 23, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a jumping jack
Area Represented Stem wall at Gridlnes A-1.3/VV.1-1.5
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
545 Gridlines YY/1.4 RSG 129.5 9.4 140.3 9.4 92% Fail A-1-b
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-b
General Contractor: PCL Representative Notified: Andy
Comments: RSG=Rough Surface Grade
Nuclear Gauge No.: 74 Std Counts: 770/2725 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
146 Structural Fill September 25, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A jumping jack
Area Represented Stem wall at Gridlines AAA/1.3 and VV.1/1.5
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
545.1 RETEST Gridlines YY/1.4 RSG 130.4 9.3 140.3 5.2 93% Fail A-1-b
545.2 RETEST Gridlines YY/1.4 RSG 132.6 7.2 140.3 5.2 95% Pass A-1-b
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-b
General Contractor: PCL Representative Notified: Andy
Comments: RSG=Rough Surface Grade
Nuclear Gauge No.: 74 Std Counts: 782/2721 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
147 Structural Fill September 30, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A skidster and a jumping jack
Area Represented Approximatley 15'north of Gridlines A.0 between 24.0-31.0
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
546 Approximately 12' north of Gridline A.0 at Gridline 24.5 3' Below 135.0 6.9 140.3 5.4 96% Pass A-1-b
Grade
547 Approximately 15' north of Gridline A.0 at Gridline 28 2� Below 138.1 5.4 140.3 5.4 98% Pass A-1-b
Grade
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-b
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
148 Structural Fill October 1, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A skidster and a jumping jack
Area Represented Approximatley 15'north of Gridlines A.0 between 24.0-31.0
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
548 Approximately 13' north of Gridline A.0 at Gridline 26.5 RSG 137.1 5.9 140.3 5.4 98% Pass A-1-b
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-b
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
149 Structural Fill October 7, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A skidster and a jumping jack
Area Represented Marriot Alley
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
549 Gridlines MMM.O/74.0 4' BRSG 134.4 5.8 140.3 5.4 96% Pass A-1-b
550 LLL.O/74 RSG 135.7 7.0 140.3 5.4 97% Pass A-1-b
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Standard Proctor A-1-b
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 34 Std Counts: 2209/623 Field Technician: Marvin Troxel
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
150 Structural Fill October 9, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe, a skidster,and a sheepsfoot
Area Represented Approximatley 10'east of Gridline 71.0 between ZZ.9-NNN.8
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
551 Approximately 10'east of 71.0/GGG.2 1' Below 136.3 6.1 140.3 5.4 97% Pass A-1-b
Grade
552 Approximately 10'east of 71.0/MMM.O RSG 133.9 5.4 140.3 5.4 95% Pass A-1-b
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-b
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721
CRDU�1[n Job Name Client:
E N G I N E E R I N G C D N 5 U LTR NTS Ritz Carlton Residences RCR Vail LLC
Address:
NUCLEAR SOIL DENSITY AND MOISTURE Job Number 953 South Frontage Road West, Suite 215
CONTENT 08-6502 Vail, Colorado 81657
Report Number Report Type Report Date Attn:
151 Structural Fill October 13, 2009 Mr. Cody O' Kelly
On the date specified above, Ground Engineering Consultants, Inc (GROUND) was requested to perform materials testing services for this project on soil materials.
GROUND performed testing in general accordance with the frequencies required and / or as requested by the contractor or onsite representative of the owner. The
following information includes related site observations for the methods employed by the contractor and to the best of our knowledge including information from site
representatives.As we provide periodic services on most projects and not be onsite during entire soil placement,the contractor should be consulted for precise details.
Earthwork Contractor: WVC Representative Notified: Miguel
Equipment Utilized: A back hoe and a jumping jack
Area RepreSented Marriott Alley approximatley 10'east of building Gridlines 710 between Gridlines EE.6-TT.9
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
553 Gridines HH.9, 7'east of 71.0 1' Below 136.2 6.8 140.3 5.4 97% Pass A-1-b
Grade
554 Gridines PP.9, 10' east of 71.0 RSG 133.9 5.4 140.3 5.4 95% Pass A-1-b
Specifications: Min. 95 % Max Dry Density +/-2°/o Optimum Moisture Content Modified Proctor A-1-b
General Contractor: PCL Representative Notified: Andy
Comments:
Nuclear Gauge No.: 74 Field Technician: Kevin McClure
Corpoate Office Gypsum Office
41 Inverness Drive East P.O.Box 464
Englewood,CO 80112 Gypsum CO 81637
Tel:(303)289 1989 Tel:(970)524-0720
Fax:(303)289 1686 Offices:Denver,Loveland,West Slope,Granby Fax:(970)524-0721