Coppell CC 1B1-LR010816ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/16/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-191 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 07/17/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): na Weather: Sunny
Concrete Temp (°F): 95 max SupplierlMix: Potter - 9349
FIELD DATA SET #1
Ticket #: 613029 Time Batched: 6:30 a.m. Time Sampled: 7:45 a.m.
Slump (in.): 5.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 87 Yardage (c.y.): 10 of 100
Placement Location: Building #3 west side 20' S. from NW corner
Remarks:
FIELD DATA SET #2
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcf):
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C37, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 07/24/01 7 97260 28.27 3440 C
1 B 07/24/01 7 94980 28.27 3360 C
C 08/14/01 28 131230 28.27 4640 D
D 08/14/01 28 126940 28.27 4490 D
E Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without ~-A IANCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/16/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-221 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
Strength (psi):
Slump (in.):
4000
5 max
Air Content (%): 3.5 to 6.5
Concrete Temp (°F): 95 max
FIELD DATA SET #1
613678 Time Batched: 8:22 a.m. Time Sampled:
4.25 Air Content: 6.0 Unit Weight (pcf):
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
08/07/01
D. Vandergriff
Partly Cloudy
Potter- 7752
9:00 a.m.
na
90 Ambient Temp. (°F): 87 Yardage (c.y.): 50
Paving area 30' E. and 20' S. of SW corner of building #2
FIELD DATA SET #2
Ticket #: 613687 Time Batched: 9:14 a.m. Time Sampled: 10:00 a.m.
Slump (in.): 5.25* Air Content: 6.0 Unit Weight (pct): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 88 Yardage (c.y.): 140
Placement Location: Paving area 90' W. and 30' S. of SE corner of building #2
Remarks: *Slump exceeds sp ecifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/14/01 7 118300 28.27 4180 B
1 B 08/14/01 7 107860 28.27 3820 C
C 09I04I01 28 28.27
D 09/04/01 28 28.27
E Hold
A 08/14/01 7 110080 28.27 3890 C
2 B 08/14/01 7 108410 28.27 3830 C
C 09/04/01 28 28.27
D 09/04/01 28 28.27
E Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, 6=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed. / ^~~
This report may not be reproduced except in its entirety, without -- 4~LI CE GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Co ppell Koll Development Company -James Williams
REPORT DATE: 08/16/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-221 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 08/07/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Partly Cloudy
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 7752
FIELD DATA SET #3
Ticket #: 613698 Time Batched: 10:38 a.m. Time Sampled: 11:15 a.m.
Slump (in.): 5.00 Air Content: 6.5 Unit Weight (pct: na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 90 Yardage (c.y.): 250
Placement Location: Paving Area 30' E, and 40' S. of SE corner of building #2
Remarks:
FIELD DATA SET #4
Ticket #: 613706 Time Batched: 11:23 a.m. Time Sampled: 12:15 p.m.
Slump (in.): 5.00 Air Content: 6.2 Unit Weight (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 94 Yardage (c.y.): 350
Placement Location: Paving Area 75' W, and 30' S. of SW corner of building #1
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/14/01 7 102690 28.27 3630 D
3 B 08/14/01 7 101410 28.27 3590 D
C 09/04/01 28 28.27
D 09/04/01 28 28.27
E Hold
A 08/14/01 7 103640 28.27 3670 D
4 B 08/14/01 7 102490 28.27 3630 C
C 09/04/01 28 28.27
D 09/04/01 28 28.27
E Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests.
/ Z~
NCE GEOTECHNICAL GROUP
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax' 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 8/16/01 Nill & Wilkerson, lnc. -Kirk Woltman
AGG REPORT #: C01-0206-215 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
srtco-lL:q I wlvs PROJECT DATA
Strength (psi): 4000 Placement Date: 8/2/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Clear
Concrete Temp (°F): 95 max SupplierlMix: Potter - 7752
FIELD DATA SET #1
Ticket #: 613498 Time Batched: 5:20 a.m. Time Sampled: 6:30 a.m.
Slump (in.): 5.00 Air Content: 4.8 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 82 Yardage (c.y.): 50 of 600
Placement Location: Paving Area: 50' South and 10" East of the Southeast Corner of Buiidinq #3
Remarks:
FIELD DATA SET #2
Ticket #: 613508 Time Batched: 6:34 a.m. Time Sampled: 7:15 a.m.
Slump (in.): 4.50 Air Content: 5.1 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 85 Yardage (c.y.): 150 of 600
Placement location: Pavin Area: 40' South and 80' East of the Southeast Corner of Buildin #3
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 8/9/01 7 94230 28.27 3330 D
1 B 8/9/01 7 98200 28.27 3470 D
C 8130/01 28 28.27
D 8/30/01 28 28.27
E Hold
A 8/9/01 7 124560 28.27 4410 C
2 B 8/9/01 7 116980 28.27 4140 D
C 8/30/01 28 28.27
D 8/30/01 28 28.27
E Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq, in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results appl only to above tests.
ALLIANCE G CHNICAL GROUP
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/16/01 Hill & Wilkerson, lnc. -Kirk Woltman
AGG REPORT #: C01-0206-215 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECI FICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 08/02/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Clear
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 7752
FIELD DATA SET #3
Ticket #: 613518 Time Batched: 7:39 a.m. Time Sampled: 8:15 a.m.
Slump (in.): 5.50 Air Content: 6.3 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 84 Yardage (c.y.): 25 of 600
Placement Location: Paving Area: 30' North and 50' East of the Northeast Corner of Building #2
Remarks:
FIELD DATA SET #4
Ticket #: 613527 Time Batched: 8:43 a.m. Time Sampled: 9:45 a.m.
Slump (in.): 5.00 Air Content: 4.3 Unit Weight (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 85 Yardage (c.y.): 340 of 600
Placement Location: Paving Area: 20' North and 15' East of the Northwest Corner of Building #1
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C38
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/09/01 7 92930 28.27 3290 D
3 B 08/09!01 7 97950 28.27 3460 D
C 08/30/01 28 28.27
D 08/30/01 28 28.27
E Hold
A 08/09/01 7 98840 28.27 3500 C
4 B 08/09/01 7 99660 28.27 3530 C
C 08/30/01 28 28.27
D 08/30/01 28 28.27
E Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq, in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests.
ALLIANCE G tVtCAL GROUP
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/16/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-215 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 08/02/01
Slump (in.): 5 max Sampled By: _ D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Clear
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 7752
FIELD DATA SET #5
Ticket #: 613537 Time Batched: 10:26 a.m, Time Sampled: 11:00 a.m.
Slump (in.): 5.5' Air Content: 6.1 Unit Weight (pcf): na
Conc. Temp. (°F): 92 Ambient Temp. (°F): 92 Yardage (c.y.): 440 of 600
Placement Location: Paving Area: 80' East and 25' North of the Northwest Corner of Buildin #1
Remarks: Contractor was notified of slump exceeding specifications
FIELD DATA SET #
Ticket #: Time Batched:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Air Content:
Ambient Temp. (°F):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C3'I, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/09/01 7 96250 28.27 3400 D
5 B 08/09/01 7 92530 28.27 3270 D
C 08/30/01 28 28.27
D 08/30/01 28 28.27
E Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C743, C172, C231
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOT HNICAL GROUP
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
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
PROJECT: Koll Center -Coppell
REPORT DATE: 08/16/01
AGG REPORT #: C01-0206-231
DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
°/ Compaction: 92% 90% Date Tested: 08/13/01
Moisture: +4 +6 Technician: D. Vandergrlff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
344 ASTM D 698 Dark Brown Cla 23.9 97.5
3aalaas ASTM D 698 2/3 Bark Brown Cla - 1/3 Red brown Cla e Sand 20.3 104.2
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 1st Leaveout bld #1, 220' N. of SW corner aaa/asa 24.9 96.0 + 4.6 92.1
2 1st Buildin #1 ent 3' N. of NE corner 344 30.7 88.0 + 6.8 90.3
3 1st Buildin #1 ent 155' S. of NE corner 344 29.9 89.0 + 6.0 91.3
4 1st Buildin #1 ent 155' N. of SE corner 344 30.2 88.3 + 6.3 90.6
' 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 972-444-8889 Fax 972-444-8893
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: K011 Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/16/01 Hill & Wilkerson, Inc, -Kirk Woltman
AGG REPORT #: C01-0206-232
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: 08/13/01
Moisture: +1 t0 +4 Technician: D. Vandergrlff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pct)
344 ASTM D 698 Dark Brown Cla 23.9 97.5
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 2nd Buildin #1 ent 5' W. of NE corner 344 26.4 93.3 + 2.5 95.7
2 2nd Buildin #1 entr 155' S. of NE corner 344 26.0 93.6 + 2.1 96.0
3 2nd Buildin #1 ent 15' E. of SE corner 344 27.0 92.9 + 3.1 95.3
• DOES NOT COMPLY WITR PROJECT SPECIFICATIONS
Notes: Last 8" lift before select fill placement
ALLIANCE GEOTECHNICAL GROUP, INC. _~",v ~~-
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
PROJECT: Koll Center -Coppell
REPORT DATE: 08/16/01
AGG REPORT #: C01-0206-233
DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction: 97 Date Tested: 08/14/01
°/ Moisture: -2 to +3 Technician: D. Vandergrlff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcF)
344 ASTM D 698 Dark Brown Cla 23.9 97.5
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
Final Paving between bldg #1 & #2, 40' E. x 75' N.
of SE corner of bld 2
344
23.1
97.0
-0.8
99.5
2
Final Paving between bldg #1 & #2, 30' E. x 220'
N. of SE corner of bld 2
344
26.2
94.7
+ 2.3
97.1
3
Final Paving between bldg #1 & #2, 40' E. x 75' S.
of NE corner of bld 2
344
24.9
96.2
+ 1.0
98.7
'DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.