Coppell CC 1B1-LR010713 ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Street Suite #202 Dallas, Texas 75220 Phone 972-444-8889 Fax 972-444-8893
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 07/13/01 Hill & W[Ikerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-176 Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
SPECIFICATIONS TEST DATA
% Compaction: 90 Date Tested: 07/10/01
% Moisture: +4 above opt Technician: Lee Stoudenmire
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf)
342 ASTM D 698 Brown Clay 23.5 98.8
343 ASTM D 698 Grayish Brown Clay 23.2 99.0
344/48~ASTM D 698 Dark Brown Clay 20.3 104.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
1 2nd Bldg#3,2'E. ofW. wall&110'S, ofN. wall 344/48825.0 95.7 + 4.7 91.8
2 2nd BId~#3,2'E. ofW. wall &180' N. ofS. wall 344/48824.6 95.0 + 4.3 91.2
3 2nd Bid9 #3, 2' E. of W. wall & 60' N. of S. wall 344~48825.4 95.4 + 5.1 91.6
* DOES NOT COMPLY WITH PROJECT SPEClFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Street Suite #202 Dallas, Texas 75220 Phone 97'2-444-8889 Fax 97'2-444-8893
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 07/13/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-173 Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
SPECIFICATIONS TEST DATA
% Compaction: 90 Date Tested: 07/09/01
% Moisture: +4 above opt Technician: Lee Stoudenmire
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf
342 ASTM D 698 Brown Clay, 23.5 98.8
343 ASTM D 698 Gray,ish Brown Clay 23.2 99.0
344/488 ASTM D 698 Dark Brown Clay, 20.3 104.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
1 1st Bldg #3, 2' E. of W. wall & 60' S. of N. wall 344/48829.0 94.4 + 8.7 90.6
2 1st BId~#3,2'E. ofW. wall&210'S, ofN. wall 344/48826.4 93.8 + 6.1 90.0
3 1st BId~#3,2'E. ofW. wall&285'S, ofN. wall 344/48826.8 94.6 + 6.5 90.8
4 1st BId[i #3, 2' E. of W. wall & 60' N. of S. wall 344/48826.3 93.8 + 6.0 90.0
5 2nd BId~] #3, 2' E. of W. wall & 6' S. of N. wall 344~48824.3 95.5 + 4.0 91.7
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Street Suite #202 Dallas, Texas 75220 Phone 972-444-8869 Fax 972-444-8893
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 07/13/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-174 Alliance Architects - Tom Maxwell
AECC, Inc. ~ Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
SPECIFICATIONS TEST DATA
% Compaction: 95 Date Tested: 07/09/01
% Moisture: -1 to +4 Technician: Lee Stoudenmire
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf
342 ASTM D 698 Brown Clay 23.5 98.8
345 ASTM D 698 Yellowish Brown & Gray Clay 16,3 111.3
~44/488ASTM D 698 Dark Brown Clay 20.3 104.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE ~IOISTURE DENSITY DEVIATION DENSITY
Bldg #3, 40' S. of N. wall & 2' W. of E. wall,
1 1 st outside trench wall 342 22.5 93.9 -1.0 95.0
Bldg #3, 180' S. of N. wall & 2' W. of W. wall
2 1 st outside trench wall 345 15.7 106.3 -0.6 95.5
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.