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Home My WebLink About06 Structural Fill 110331 �� Job Name Client: EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co. Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959 CONTENT 10-6522 Avon, CO 81620 Report Number Report Type Report Date Attn: 1 Structural Fill May 18, 2010 Mr Kyle Griffith 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: Diamond A Representative Notified: Jose Equipment Utilized: Loader,Trackhoe, Riding Sheepsfoot,Walk Behind Sheepsfoot Area Represented Footers at 25'W of Gridlines A.0-J.0/1.0/2.0 Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type 1 Gridlines C.0/1.3 1' BG 121.6 10.6 135.1 6.7 90% Fail A-1-a 2 Gridlines E.7/1.2 3' BG 120.0 5.8 135.1 6.7 89% Fail A-1-a 1.1 Gridlines C.0/1.3 1' BG 133.2 6.0 135.1 6.7 99% Pass A-1-a 2.2 Gridlines E.7/1.2 3' BG 130.6 5.2 135.1 6.7 97% Pass A-1-a 3 Gridlines B.0/1.8 0.5' BG 133.7 5.0 135.1 6.7 99% Pass A-1-a Specifications: Min. 96 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor A-1-a General Contractor: RA Nelson Representative Notified: Justin Comments: BG = Below Grade Nuclear Gauge No.: 74 Field Technician: Kevin McClure Corporate 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 �� Job Name Client: EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co. Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959 CONTENT 10-6522 Avon, CO 81620 Report Number Report Type Report Date Attn: 2 Structural Fill May 21, 2010 Mr Kyle Griffith 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: Diamond A Representative Notified: Jose Equipment Utilized: Loader,Trackhoe, Skidster, Riding Sheepsfoot,Walk Behind Sheepsfoot Area Represented Building Footers Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type 4 Gridlines H.3/1.0 2' BG 129.4 7.3 135.1 6.7 96% Pass A-1-a 5 Gridlines B.5/5.0 1' BG 132.6 5.9 135.1 6.7 98% Pass A-1-a 6 Gridlines D.0/5.4 3' BG 132.2 5.6 135.1 6.7 98% Pass A-1-a 7 Gridlines C.3/5.5 2' BG 132.5 6.1 135.1 6.7 98% Pass A-1-a 8 25'W of Gridlines A.0/1.8 1' BG 131.1 6.4 135.1 6.7 97% Pass A-1-a Specifications: Min. 96 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor A-1-a General Contractor: RA Nelson Representative Notified: Justin Comments: BG = Below Grade Nuclear Gauge No.: 74 Std Counts: 778/2695 Field Technician: Kevin McClure Corporate 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 �� Job Name Client: EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co. Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959 CONTENT 10-6522 Avon, CO 81620 Report Number Report Type Report Date Attn: 3 Structural Fill May 22, 2010 Mr Kyle Griffith 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: Diamond A Representative Notified: Jose Equipment Utilized: Loader,Trackhoe, Skidster, Riding Sheepsfoot,Walk Behind Sheepsfoot Area Represented Building Footers Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type 9 Gridlines H.3/1.1 1' BG 133.0 5.4 138.8 5.8 96% Pass Agg Base 10 Gridlines F.0/1.0 RSG 134.4 6.2 138.8 5.8 97% Pass Agg Base 11 Gridlines D.2/5.4 1' BG 133.4 5.8 138.8 5.8 96% Pass Agg Base 12 Gridlines D.0/5.4 RSG 129.6 5.3 138.8 5.8 93% FAIL Agg Base 13 Gridlines A.0/4.6 RSG 133.9 7.1 138.8 5.8 96% Pass Agg Base 14 Gridlines C.3/1.3 RSG 133.7 6.4 138.8 5.8 96% Pass Agg Base 15 27'W of Gridlines A.0/1.8 RSG 134.1 5.9 138.8 5.8 97% Pass Agg Base Specifications: Min. 96 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor Agg Base General Contractor: RA Nelson Representative Notified: Justin Comments: BG = Below Grade RSG = Rough Surface Grade Nuclear Gauge No.: 74 Std Counts: 769/2692 Field Technician: Kevin McClure Corporate 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 �� Job Name Client: EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co. Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959 CONTENT 10-6522 Avon, CO 81620 Report Number Report Type Report Date Attn: 4 Structural Fill May 24, 2010 Mr Kyle Griffith 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: Diamond A Representative Notified: Jose Equipment Utilized: Loader,Trackhoe, Skidster, Riding Sheepsfoot,Walk Behind Sheepsfoot Area Represented Building Footers Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type 16 Gridline I.0/1.8 3' BG 133.3 5.8 138.8 5.8 96% Pass Agg Base 17 Gridline 1.5/1.8 2' BG 130.7 6.0 138.8 5.8 94% Fail Agg Base 12.1 Gridlines D.0/5.4; RETEST RSG 132.9 5.5 138.8 5.8 96% Pass Agg Base 17.1 Gridline 1.5/1.8; RETEST 2' BG 134.1 5.7 138.8 5.8 97% Pass Agg Base Specifications: Min. 96 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor Agg Base General Contractor: RA Nelson Representative Notified: Justin Comments: BG = Below Grade Nuclear Gauge No.: 74 Std Counts: 777/2698 Field Technician: Kevin McClure Corporate 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 �� Job Name Client: EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co. Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959 CONTENT 10-6522 Avon, CO 81620 Report Number Report Type Report Date Attn: 5 Structural Fill May 25, 2010 Mr Kyle Griffith 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: Diamond A Representative Notified: Jose Equipment Utilized: Sheepsfoot,Jumping Jack Area Represented Building Footers South Side Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type 18 Gridline D.3/5.4 3' BG 131.6 5.0 135.1 6.7 97% Pass Agg Base 19 Gridline H.6/1.8 2' BG 125.8 3.7 135.1 6.7 93% Fail Agg Base 19.1 Gridlines H6/1.8 2' BG 129.7 6.1 135.1 6.7 96% Pass Agg Base Specifications: Min. 96 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor Agg Base General Contractor: RA Nelson Representative Notified: Justin Comments: BG = Below Grade Nuclear Gauge No.: 45 Std Counts: 1074/6069 Field Technician: Steve Buckeridge Corporate 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 �� Job Name Client: EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co. Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959 CONTENT 10-6522 Avon, CO 81620 Report Number Report Type Report Date Attn: 6 Structural Fill June 4, 2010 Mr Kyle Griffith 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: Diamond A Representative Notified: Jose Equipment Utilized: Trackhoe, Loader, Skidster, Riding Sheepsfoot,Walk Behind Sheepsfoot Area Represented Building Footers Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type 20 Gridline J.0/3.0 RSG 129.9 5.5 135.1 6.7 96% Pass A-1-a 21 Gridline J.0/5.6 1' BG 125.4 4.2 135.1 6.7 93% Fail A-1-a Info Stockpile Moisture Only 5.1 Specifications: Min. 96 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor A-1-a General Contractor: RA Nelson Representative Notified: Justin Comments: RSG = Rough Surface Grade BG = Below Grade Nuclear Gauge No.: 74 Std Counts: 778/2700 Field Technician: Kevin McClure Corporate 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 �� Job Name Client: EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co. Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959 CONTENT 10-6522 Avon, CO 81620 Report Number Report Type Report Date Attn: 7 Structural Fill June 5, 2010 Mr Kyle Griffith 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: Diamond A Representative Notified: Jose Equipment Utilized: Trackhoe, Loader, Skidster, Riding Sheepsfoot,Walk Behind Sheepsfoot Area Represented Building Footers Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type 21.1 Gridline J.0/5.6 1' BG 129.9 6.6 135.1 6.7 96% Pass A-1-a 22 Gridline J.0/7.5 RSG 132.0 5.8 135.1 6.7 98% Pass A-1-a 23 Gridline 1.5/6.5 2' BG 123.6 5.9 135.1 6.7 91% Fail A-1-a 24 Gridline I.0/6.5 1' BG 124.5 6.0 135.1 6.7 92% Fail A-1-a 23.1 Grdiline 1.5/6.5 2' BG 130.9 6.2 135.1 6.7 97% Pass A-1-a 24.1 Gridline I.0/6.5 1' BG 129.3 6.0 135.1 6.7 96% Pass A-1-a 25 Gridline F.0/8.0 2' BG 129.1 5.5 135.1 6.7 96% Pass A-1-a Specifications: Min. 96 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor A-1-a General Contractor: RA Nelson Representative Notified: Justin Comments: RSG = Rough Surface Grade BG = Below Grade Nuclear Gauge No.: 74 Std Counts: 780/2718 Field Technician: Kevin McClure Corporate 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 �� Job Name Client: EN G I N E ER I N G C D N 5 U LTR NTS First Chair Employee Housing Vail Resorts Development Co. Address: NUCLEAR SOIL DENSITY AND MOISTURE Job Number PO Box 959 CONTENT 10-6522 Avon, CO 81620 Report Number Report Type Report Date Attn: 8 Structural Fill June 8, 2010 Mr Kyle Griffith 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: Diamond A Representative Notified: Jose Equipment Utilized: Trackhoe, Loader, Skidster, Riding Sheepsfoot,Walk Behind Sheepsfoot Area Represented Building Footings Test Field Dry Field Moisture Max Density Opt Moisture Percent No: Test Location Elevation Density(pcf) (%) (pcf) (%) Compaction Pass or Fail Soil Type 26 Gridline E.2/5.5 3' BG 132.7 6.6 135.1 6.7 98% Pass A-1-a 27 Gridline E.1/7.0 1' BG 129.6 5.8 135.1 6.7 96% Pass A-1-a 28 Gridline E.2/5.5 2' BG 130.8 5.5 135.1 6.7 97% Pass A-1-a 29 Gridline E.1/7.2 RSG 129.3 6.0 135.1 6.7 96% Pass A-1-a Specifications: Min. 96 % Max Dry Density -2 to+2 Optimum Moisture Content Modified Proctor A-1-a General Contractor: RA Nelson Representative Notified: Justin Comments: RSG = Rough Surface Grade BG = Below Grade Nuclear Gauge No.: 74 Std Counts: 776/2704 Field Technician: Kevin McClure Corporate 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