HomeMy WebLinkAboutSan Sewer GR�u�D Job Name Client:
ENGINEERING CDNSULTRNTS RitzCarltonResidences RCRVaiILLC
A ddress:
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 Sanitary Sewer May 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 Vega
Equipment Utilized: A walk behind sheepsfoot and a back hoe
Area Represented Sta. 16+40 to 17+10
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCatlon Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
1 Sta. 16+50 11' Below 130.9 6.2 134.5 7.4 97% PASS A-2-4
Grade
2 Sta. 16+60 10' Below 132.4 6.9 134.5 7.4 98% PASS A-2-4
Grade
Specifications: Min. 95 °/o Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4
General Contractor: PCL Representative Notified: Josh
Comments: The backfill imported from Four Seasons.
Nuclear Gauge No.: 56 Std Counts: 745/2498 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
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:
2 Sanitary Sewer May 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 Vega
Equipment Utilized: A back hoe, a skidster,a jumping jack,a plate compactor,and a sheepsfoot
Area Represented Sta. 16+40 to 17+10
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
3 Sta. 16+70 9' Below 132.6 7.0 139.8 6.3 95% PASS A-1
Grade
4 Sta. 16+60 8' Below 133.4 6.8 139.8 6.3 95% PASS A-1
Grade
5 Sta. 16+90 4' Below 132.9 7.1 139.8 6.3 95% PASS A-1
Grade
6 Sta. 16+70 6.5' Below 132.2 7.3 139.8 6.3 95% PASS A-1
Grade
7 Sta. 16+60 5' Below 133.1 7.6 139.8 6.3 95% PASS A-1
Grade
8 Sta. 16+g0 2.5' Below �32.8 7.0 139.8 6.3 95% PASS A-1
Grade
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-4
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 56 Std Counts: 2485/732 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
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 Sanitary Sewer August 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: Two track hoes and a walk behind sheepsfoot
Area Represented Building Gridlines ZZ-1.2 to QQ-6
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
9 Gridlines SS-5.5 9' Below 143.5 5.0 149.5 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 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:
4 Sanitary Sewer August 27, 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: Two track hoes and a walk behind sheepsfoot
Area Represented Building Gridlines ZZ-1.2 to QQ-6
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
10 Gridlines SS-5.5 5' Below 134.2 8.3 149.5 3.9 90% Fail A-1-a
Grade
11 Gridlines TT.7-1.5 6' Below 132.5 7.5 149.5 3.9 89% Fail A-1-a
Grade
10.1 Gridlines SS-5.5 5' Below 136.1 8.5 149.5 3.9 91% Fail A-1-a
Grade
10.2 Gridlines SS-5.5 5' Below 137.3 8.4 149.5 3.9 92% Fail A-1-a
Grade
12 Gridlines RR-5 8' Below 126.7 8.7 149.5 3.9 85% Fail A-1-a
Grade
13 Gridlines TT.7-1.5 9' Below �22 8 10.3 149.5 3.9 82% Fail 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:
5 Sanitary Sewer August 28, 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: Two track hoes and a walk behind sheepsfoot
Area Represented Building Gridlines ZZ-1.2 to QQ-6
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
12.1 Gridlines RR-5 8' Below 143.5 5.2 149.5 3.9 96% Pass A-1-a
Grade
13.1 Gridlines TT.7-1.5 9' Below 137.6 7.1 149.5 3.9 92% Fail A-1-a
Grade
13.2 Gridlines TT.7-1.5 9' Below 141.8 5.4 149.5 3.9 95% Pass A-1-a
Grade
10.3 Gridlines SS-5.5 5' Below 141.5 5.0 149.5 3.9 95% Pass A-1-a
Grade
11.1 Gridlines TT.7-1.5 6' Below 142.8 4.8 149.5 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 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:
6 Sanitary Sewer September 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 track hoe and a walk behind sheepsfoot
Area Represented Southwest corner of the building
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
14 50' north of the proposed Manhole 6' Below 142.5 5.9 149.5 3.9 95% Pass A-1-a
Grade
15 30' north of the proposed Manhole 6' Below 143.7 5.6 149.5 3.9 96% Pass A-1-a
Grade
16 20' north of the proposed Manhole 7' Below 129.7 7.4 149.5 3.9 87% Fail A-1-a
Grade
16.1 20' north of the proposed Manhole 7' Below 142.8 5.9 149.5 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.: 28 Std Counts: 2693/771 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:
7 Sanitary Sewer September 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 and a walk behind sheepsfoot
Area Represented Southwest corner of the building
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
17 Gridlines DDD-1.1 4' Below 138.2 5.9 149.5 3.9 92% Fail A-1-a
Grade
18 Gridlines ZZ-1.3 3' Below 143.7 5.6 149.5 3.9 96% Pass A-1-a
Grade
17.1 Gridlines DDD-1.1 4' Below 144.1 5.3 149.5 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: 2693/771 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