Coppell CC 1B1-LR010608 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: 06/08/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-111 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECI FICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 05/25/01
Slump (in.): 5 max Sampled By: Randy Nudge
Air Content (%): n/a Weather: Clear
Concrete Temp (°F): 90 Supplier/Mix: Lattimore - 42
FIELD DATA SET #1
Ticket #: 7102448 Time Batched: 4:45 p.m. Time Sampled: _ 5:15 p.m.
Slump (in.): 3.50 Air Content: n/a Unit Weight (pct): n/a
Conc. Temp. (°F): 82 Ambient Temp. (°F): 90 Yardage (c.y.): 7
Placement Location: Manhole housing east of building 3
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 C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 06/01 /01 7 129890 28.27 4590
B 06/22/01 28 28.27
C 06/22/01 28 28.27
D Hold
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(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. /'/iY7
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests. ALLIANCE GEOTECHNICAL GROUP
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: 6/8/01
AGGREPORT#: C01-0206-112
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: 95 Date Tested: 5/25/01
Moisture: -2 to +2 Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
636 ASTM D 698 Yellowish Brown Sand w/traces of Cla balls 15.1 111.4
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
1st Waterline at Building "B" N to S Line 80'
S of "T"
636
13.3
111.6
-1.8
100.2
2
2nd Waterline at Building "B" N to S Line 90'
N of "T"
636
13.5
106.2
-1.6
95.3
3
3rd Waterline at Building "B" N to S Line 50'
N of "T"
636
16.8
108.3
+ 1.7
97.2
4
4th Waterline at Building "B" N to S Line 40'
S of "T"
636
16.4
109.0
+ 1.3
97.8
5
1st Waterline at Building "B" N to S Line 20'
S of "T"
636
16.9
108.1
+ 1.8
97.0
'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: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 6/8/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-114 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: 5/25/01
%, Moisture: -1 to +4 Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf)
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
636 ASTM D 698 Yellowish Brown Sand w/traces of Cla balls 15.1 111.4
A ASTM D 698 Avera e of 343 and 636 19.2 102.4
IN-PLACE TEST R ESULTS
TEST ELEVATION REF. % DRY MOISTURE
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Electric Utility Trench B: 100' E & 15' S
1 1st of the NW Corner of Bld . #1 636 14.5 105.9 -0.6 95.1
Electric Utility Trench B: 100' E & 15' S
2 2nd of the NW Corner of Bld . #1 A 22.4 99.7 + 3.2 97.4
Electric Utility Trench B: 100' E & 15' S
3 3rd of the NW Corner of Bld . #1 A 22.0 99.7 + 2.8 97.4
Electric Utility Trench B: 100' E & 15' S
4 4th of the NW Corner of Bld . #1 343 26.2 96.1 + 3.0 97.1
Electric Utility Trench C: 90' E & 60' N of
5 1st the NW Corner of Bld . #1 636 16.4 103.1 + 1.3 92.5
Electric Utility Trench C: 90' E & 60' N of
6 2nd the NW Corner of Bld . #1 A 20.1 98.1 + 0.9 95.8
Electric Utility Trench C: 90' E & 60' N of
7 3rd the NW Corner of Bld . #1 A 21.9 100.3 + 2.7 97.9
Electric Utility Trench C: 90' E & 60' N of
8 4th the NW Corner of Bld . #1 343 22.7 97.1 -0.5 98.1
Electric Utility Trench D: 85' E & 70' N
9 1st of the NW Corner of Bld . #1 636 15.9 102.1 + 0.8 91.7
Electric Utility Trench D: 85' E & 70' N
10 2nd of the NW Corner of Bld . #1 A 18.7 100.4 -0.5 98.0
Electric Utility Trench D: 85' E & 70' N
11 3rd of the NW Corner of Bld . #1 A 22.4 99.7 + 3.2 97.4
Electric Utility Trench D: 85' E & 70' N
12 4th of the NW Corner of Bld . #1 A 23.9 94.4 + 4.7 92.2
`DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.