Coppell CC 1B1-LR010820ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
106101Yewkirk Sfreet 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: 08/20/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-235
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Y° Compaction: 90 Date Tested: 08/15/01
Moisture: +6 above opt Technician: D. Vandergriff
KthtKtNGE
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
1st Building #1 slab leaveout 65' S. of NW
corner
344
30.3
88.2
+ 6.4
90.5
2
1st Building #1 slab leaveout 70' E. of NW
corner
344
30.5
87.8
+ 6.6
90.1
`DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
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
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
Strength (psi):
Slump (in.):
Air Content (%):
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company REPORT DISTRIBUTION:
Koll Center -Coppell Koll Development Company -James Williams
08/20/01 Hill & Wilkerson, Inc. -Kirk Woltman
C01-0206-225
4000
5 max
na
Concrete Temp (°F): 95 max
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
08/09/01
D. Vander riff
Sunny
Hansori - 9349
FIELD DATA SET #1
Ticket #: 937665 Time Batched: 6:30 a.m. Time Sampled: 7:30 a.m.
Slump (in.): 5.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 93 Ambient Temp. (°F): 85 Yardage (c.y.): 10 of 10
Placement Location: Building #1 leaveout 40' S. of NE corner
Remarks:
FIELD DATA SET #2
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Time Batched:
Air Content:
Ambient Temp. (°F):
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
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 08/16/01 7 108980 28.27 3850 B
1 B 08/16/01 7 105490 28.27 3730 C
C 09/06/01 28 28.27
D 09/06/01 28 28.27
E Hold
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
the written consent of AGG. Results apply only to above tests.
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
ALL~cMCE 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
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center -Coppell
08/20/01
C01-0206-195
REPORT DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tam Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
Strength (psi):
Slump (in.):
Air Content (%):
Concrete Temp (°F):
4000
5 max
na
95 max
Davis
Placement Date: 07/19/01
Sampled By: D. Vandergriff
Weather: Sunny
Supplier/Mix: Potter - 9349
FIELD DATA SET #1
Ticket #: 613088 Time Batched: 7:16 a.m. Time Sampled: 8:15 a.m.
Slump (in.): 4.50 Air Content: na Unit Weight (pcf): na
Canc. Temp. (°F): 91 Ambient Temp. (°F): 88 Yardage (c.y.): 10
Placement Location: Building #3 slab leaveout east side, 30' N. of SE corner
Remarks:
FIELD DATA SET #2
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Time Batched:
Air Content:
Ambient Temp. (°F):
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
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 07/26/01 7 102360 28.27 3620 C
1 B 07/26/01 7 95030 28.27 3360 D
C 08/16/01 28 125690 28.27 4450 C
D 08/16/01 28 126560 28.27 4480 C
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, O=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.
of
/ ~~
AL CE 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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
08/20/01
C01-0206-239
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: 08/19/01
°~ Moisture: -2 to +3 Technician: D. Vandergriff
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 R ESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE °/
MOISTURE DRY
DENSITY MOISTURE
DEVIATION °/
DENSITY
1
Final Paving area W. of Building #1, 65' W. and
60' N. of SW corner
344
26.1
95.4
+ 2.2
97.8
2
Final Paving area W. of Building #1, 225' N. and
50' W. of SW corner
344
26.8
94.9
+ 2.9
97.3
3
Final Paving area W. of Building #1, 60' W. and
50' S. of NW corner
344
25.9
95.9
+ 2.0
98.4
' 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: 08/20/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-234 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: 08/15/01
°/ Moisture: -2 to +2 Technic(an: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf)
950 ASTM D 698 Reddish Brown Cla e Sand 12.8 117.5
IN-PLACE TEST R ESULTS
TEST ELEVATION REF. % DRY MOISTURE
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Sidewalk north side of building #3 @ NW
1 1st corner 950 11.1 114.7 -1.7 97.6
Sidewalk north side of building #3 @ NW
2 2nd corner 950 11.9 113.6 -0.9 96.7
Sidewalk north side of building #3 @ 90' E.
3 1st of NE corner 950 11.6 113.9 -1.2 96.9
Sidewalk north side of building #3 @ 90' E.
4 2nd of NE corner 950 11.9 113.1 -0.9 96.3
Sidewalk north side of building #3 @ 155' S.
5 1st ofNWcorner 950 12.6 112.6 -0.2 95.8
Sidewalk north side of building #3 @ 155' S.
6 2nd of NW corner 950 12.9 112.4 + 0.1 95.7
Sidewalk north side of building #3 @ 155' N.
7 1st ofSW corner 950 11.6 113.7 -1.2 96.8
Sidewalk north side of building #3 @ 155' N.
8 2nd of SW corner 950 12.4 112.9 -0.4 96.1
Sidewalk north side of building #3 @ SW
9 1st corner 950 12.8 112.6 + 0.0 95.8
Sidewalk north side of building #3 @ SW
10 2nd corner 950 13.4 111.9 + 0.6 95.2
Sidewalk north side of building #3 @ 90' E.
11 1st of SW corner 950 11.5 113.8 -1.3 96.9
Sidewalk north side of building #3 @ 90' E.
12 2nd of SW corner 950 12.1 113.5 -0.7 96.6
`DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC. K~~ ~~-
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk, Suite #202, Da[ias, Texas 75220 Phone #972-444-8889 Fax #972-444-8893
REINFORCING STEEL OBSERVATION REPORT
CLIENT: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 08/20/01
AGGREPORT#: C01-0206-241
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
TECHNICIAN: Duane Vandergriff
WEATHER: Sunny
DATE: 08/20/01
AREAS OBSERVED:
Paving area on west side of building #1 from 40' south of NW corner of 40' N. of SW corner
anri than RO' east.
OBSERVATION CHECK LIST:
SIZE: X
COVER: X
SPLICE LENGTH: X
CLEANLINESS: X
PROPERLY TIED: X
CLEANLINESS OF FORM WORK: X
PROPER SUPPORT: X
REFERENCE DRAWING:
REMARKS:
No Discrepancies noted
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 GE03ECFfNICAL GROUP