HomeMy WebLinkAboutStorm 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:
1 Storm Sewer May 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/RK Representative Notified: Stevie Ray
Equipment Utilized: A walk-behind compactor
Area Represented backfill RK Mech
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
1 B48/BNNN.4 3 btof 135.2 5.9 138.3 6.6 98% Pass A-2-4
2 B52.3/HHH 3' btof 134.6 4.8 138.3 6.6 97% Pass A-2-4
3 B48/HHH 3' btof 133.9 5.4 138.3 6.6 97% Pass A-2-4
4 B48/BNNN.4 2 btof 133.9 5.8 138.3 6.6 97% Pass A-2-4
5 B52.3/HHH 2 btof 134.6 5.4 138.3 6.6 97% Pass A-2-4
6 B48/HHH 2 btof 132.5 4.3 138.3 6.6 96% Pass A-2-4
7 B48/HHH 1 btof 135.0 5.2 138.3 6.6 98% Pass A-2-4
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Standard Proctor A-2-4
General Contractor: PCL 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:
2 Storm Sewer April 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 Vega
Equipment Utilized: A back hoe, a walk behind sheepsfoot,and a plate compactor
Area RepreSented Norht end of Meadows Drive between Marriot and Ritz
Test Field Dry Field Moisture Max Density Opt Moisture Percent
No: Test LoCBtion Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type
8 18'south of Inlet 5' Below 146.7 5.7 149.7 3.7 98% Pass A-2-4
Grade
9 2'south of inlet 5' Below 145.2 5.6 149.7 3.7 97% Pass A-2-4
Grade
10 10'south of inlet 4' Below 136.5 7.8 140.3 5.2 97% Pass Rd Base
Grade
11 14'south of inlet 4' Below 136.9 7.9 140.3 5.2 98% Pass Rd Base
Grade
12 7'south of inlet 3' Below 136.7 8.0 140.3 5.2 97% Pass Rd Base
Grade
13 5'south of inlet 2' Below �36.6 7.9 140.3 5.2 97% Pass Rd Base
Grade
14 15'south of inlet 1' Below 137.1 7.8 140.3 5.2 98% Pass Rd Base
Grade
Specifications: Min. 95 % Max Dry Density +/-2% Optimum Moisture Content Modified Proctor A-2-4/Rd Base
General Contractor: PCL Representative Notified: Cowboy
Comments:
Nuclear Gauge No.: 71 Std Counts: 2536/689 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