Coppell CC 1B1-LR010717 MOISTURE DENSITY RELATIONSHIP REPORT
, ,
112
>, I ' i ZAV for
~ :~ Sp.G. =
110 2.67
'
I
108
106 I
7 @ .11 '13 '15 '17 '10
Water content, %
'rest specification: ASTM D 698-91 Procedure A Standard
Ele¥1 Classification Nat. % > %
Sp.G. LL PI
Depth USCS AASHTO Moist. No.4 No.200
17 4
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density = 114.2 pcf YELLOWISH BROWN CLAYEY SAND
Optimum moisture = 12.5 %
Project No. C01-0206 Client: KOLL DEVELOPMENT COMPANY Remarks:
Project: KOLL CENTER- COPPELL
C01-0206-179~
· Location: D&D PIT, WILMER TX(SELECT FILL) AGG
MOISTURE DENSITY RELATIONSHIP REPORT
ALLIANCE GEOTECHNICAL GROUP Figure 949
LLIANCE GEOTECHNICAL GRO'
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: 07/17/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-172 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): 3000 Placement Date: 07/07/01
Slump (in.): 5 max Sampled By: Shawn Hi~lhtower
Air Content (%): na Weather: Clear
Concrete Temp (°F): 95 max Supplier/Mix: Hanson - 9337
FIELD DATA SET #1
Ticket #: 813378 Time Batched: 10:05 a.m. Time Sampled: 10:30 a.m.
Slump (in.): 4.00 Air Content: na Unit Weight (pcf): n/a
Conc. Temp. (°F): 88 Ambient Temp. (°F): 98 Yardage (c.y.): 10
Placement Location: Buildin~l 1 and 2 south side screen wall piers 3, 4, 5 P/#2 - 1-5F / #1 and bld~l #2 N. side
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#1 Cylinder# Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) FC Notes
A 07/14/01 7 96510 28.27 3410
1 B 07/14/01 7 90940 28.27 3220
C 08/04/01 28 28.27
D 08/04/01 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 ~
I Note: This report is for the exclusive use of the Client addressed. I
IThis report may not be reproduced except in its entirety, without
I
lthe 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 DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 07/17/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-184 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: 07/12/01
% Moisture: +4 above opt Technician: Lee Stoudenmire
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY(pc!
346 ASTM D 698 Gray & Yellowish Brown Clay 18.2 108.1
343/346 ASTM D 698 1/2 Grayish Brown Clay & 1/2 Gray & Yellow Brown Clay 19.9 105.1
344 ASTM D 698 Dark Brown Clay 23.9 97.5
949 ASTM D 698 Yellowish Brown Clayey Sand 12.5 114.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF, % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Leavout Bldg #3, 2' W. of E. wall & 110' N. of
I 1st S. wall 344 30.0 87.8 + 6.1 90.1
Leavout Bldg #3, 2' S. of N. wall & 45' E. of
2 FG W. wall 949 10.4 105.6 -2,1 92.5
Leavout Bldg #3, 2' E. of W. wall & 120' S. of
3 FG N. wall 949 13.4 109.7 + 0.9 96.1
* 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: 07/17/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01~0206-185 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: 07/13/01
% Moisture: -2 to +3 Technician: Lee Stoudenmire
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY(pc~
346 ASTM D 698 Gray & Yellowish Brown Clay 18.2 108.1
343/346 ASTM D 698 1/2 Grayish Brown Clay & 1/2 Gray & Yellow Brown Clay 19.9 105.1
344 ASTM D 698 Dark Brown Clay 23.9 97.5
949 ASTM D 698 Yellowish Brown Clayey Sand 12.5 114.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Paving area N. of bldg 3, 12' E. & 40' N. of
1 FG NW corner 346 17.2 104.9 -1.0 97.0
Paving area N. of bldg 3, 25' W. & 20' N. of
2 FG NE corner 346 17.5 105.2 -0.7 97.3
Paving area NW access ramp to Freeport,
3 FG 20' E. at middle of ramp 346 17.4 105.3 -0.8 97.4
* 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: 07/17/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-186 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: 07/13/01
% Moisture: -2 to +2 Technician: Lee Stoudenmire
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf)
346 ASTM D 698 Gray & Yellowish Brown Clay 18.2 108.1
343/346 ASTM D 698 1/2 Grayish Brown Clay & 1/2 Gray & Yellow Brown Clay 19.9 105.1
344 ASTM D 698 Dark Brown Clay 23.9 97.5
949 ASTM D 698 Yellowish Brown Clayey Sand 12.5 114.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
1R FG Retest of Test #6, dated 07/12/01 949 11.9 108.8 -0.6 95.3
2 FG 2' E. of W, wall and 120' N. of S. wal bld~ 3 949 11.9 111.0 -0.6 97.2
* 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: 07/17/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-184 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: 07/12/01
% Moisture: -2 TO +3 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 ASTM D 698 Dark Brown Clay 23.9 97.5
949 ASTM D 698 Yellowish Brown Clayey Sand 12.5 114.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Paving S. of bldg 1, 45' W. and 45' S. of SW
I FG corner 343/34( 20.8 103.3 + 0.9 98.3
Paving S. of bldg 1,30' S. and 50' W. of SE
2 FG corner 343/34( 19.3 102.9 -0.6 97.9
Paving S. of bldg 1, 30' S. and 45' W. of SE
3 FG corner 346 17.2 105.5 -1.0 97.6
Paving S. of bldg 1, 25' S. and 35' E. of SE
4 FG comer 343/34( 19.5 103.1 -0.4 98.1
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
LLIANCE GEOTECHNICAL GRO
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: 07/17/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-170 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): 3000 Placement Date: 07/06/01
Slump (in.): 5 max Sampled By: Duane Vander~lriff
Air Content (%): na Weather: Sunny
Concrete Temp (°F): 95 max SuppliedMix: Hanson - 9337
FIELD DATA SET #1
Ticket #: 868440 Time Batched: 2:00 p.m. Time Sampled: 3:20 p.m.
Slump (in.): 4.00 Air Content: na Unit Weight (pcf): n/a
Conc. Temp. (°F): 94 Ambient Temp. (°F): 97 Yardage (c.y.): 20
Placement Location: North screen wall off building #1 2nd hole west of building
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# Cylinder# Test Date A~]e (Days) Max. Load (lbs) Area (sq. in.) Stren~]th (psi) FC Notes
A 07/13/01 7 83830 28.27 2970
1 B 07/13/01 7 86490 28.27 3060
C 08/03/01 28 28.27
D 08/03/01 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 ~
I Note: This report is for the exclusive use of the Client addressed. I
IThis report may not be reproduced except in its entirety, without
I
Ithe 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 DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 07/17/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-189 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: 07/16/01
% Moisture: +4 Technician: Lee Stoudenmire
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE iDENSITY (pcf
344/48~ ASTM D 698 Dark Brown Clay/Reddish Brown Clayey Sand 18.4 107.5
950 ASTM D 698 Reddish Brown Clayey Sand 23.9 97.5
949 ASTM D 698 Yellowish Brown Clayey Sand 12.5 114.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Building #3 east wall leavout, 70' N. of S.
1 2nd wall 344/488 24.3 98.5 + 5.9 91.6
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
MOISTURE DENSITY RELATIONSHIP REPORT
12o.o ! ,
117'5 i /,~ ~- ~'~
, ~ --
112'5
~0.0
, ,
I ~V for
Sp.G. =
~ 2.69
107.5 I j
8 10 12 14 16 18 20
Water content, %
Test specification: ASTM D 698-91 Procedure A Standard
Elev/ Classification Nat. % > % <
Sp.G. LL PI
Depth USCS ~SHTO MoisL No.4 No.200
25 ]0
TEST RESULTS MATERIAL DESCRIPTION
Maximum d~ d~nsi~ = ~ 17.5 pcf REDDIS~ BRO~ CLAYEY SAND
Optimum moisture = 12.~ %
Project No. C01-0206 Client: KOL~ DEVELOPMgNTCOMPANY Remarks:
Project: KOLL CENTER - COPPgLL
C01-0206- ] 80~
~ Location: DAD PiT, WI[M~R TX(S~L~CT FILL) AGG
MOISTURE DENSI~ RE~TIONSHIP REPORT
ALLIANCE GEOTECHNICAL GROUP Figure 950