Freeport NIP(7.0)-LR030502 gineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175473
Project No.: 037333
Date of Service: 04/23/2003
Report Date: 05/02/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fxesh concrete at the placement locations, perform required field testing, cast compressive s~rength samples and bring
samples back to the laboratory for curing and testing in accordance w~th applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE sUPPLIER: Potter
PLANT: 2
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - 5**
AIR (%):
TEST METHOD:
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 9349
PLACEMENT DATE:
WEATHER CONDITIONS:
TIME SAMPLED: 9:30am
TEMPERATURE (F) - AIR
TRUCK NO: 109
AIR CONTENT (%): NA
04/23/2003
Overcast
BATCH TIME: 9:03am
62 F CONCreTE: 75
TICHET NO: 114009
UNIT WEIGHT (peO:
OVERALL PLACEMENT LOCATION:
Tie beam, Line P between Lines 4 and 5, Section 2
SAMPLE LOCATION: Entire beam
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.00
1 2 5.00
1 3 5.00
1 4 5.00
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
( 1 ) Potter Concrate
MAXIMUM
DATE AGE LOAD
TESTED (days) 01r~. force)
04/30/2003 7
05/21/2003 28
05/21/2OO3 28
06/18/2003 56
117765
Started: 9:00am Finished: lhOOam
(1) Paeheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
COMPRESSIVE
STRENGTH FRACTUR~
(psi) ~'PE
t 4160 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
/ ' - - K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in foil without the written approval of Rone Engineers, Ltd.
01DK Page 1 of I
RO ' :eers
neEnilgin
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothwny, Ste. 150, Houston, TX 77040
Corporate Phone: (:214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 175434
Project No.: 037333
Date of Service: 04/23/2003
Report Date: 05/02/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
srRENcrm 4000 psi ~ 28 Days
SLUMP (in): 5" - 7"
MIXDESIGN I.D.: 9361
PLACEMENT DATE: 04/23/2003
W~ATHER CONDITIONS: Cloudy
TIMESAMELED: ll:03am RATe. TIME: 10:41am
TEMPERATURE (P) - AIR 72 F CONCRETE: 75 F
~aR (%): NA
TEST METHOO: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C=138
ASTM
x~ucx NO: 109 TICKET NO: 114013
AIR CONTENT (%): NA t~UT wmarrr (p~0: NA
OVERALL PLACEMENT LOCATION:
Please refer to report #175433 for column lines to all the piers drilled today
Lines P-13, Q-IS and R-13
SAMPLE LOCATION:
C-39 REPORT OF TE~TS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
0nches)
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) Obs. force) (psi) TYPE
1 1 5.25 04/30/2003 7
1 2 5.25 05/21/2003 28
1 3 5.25 05/21/2003 28
1 4 5.25 06/I 8/2003 56
See report #175433 for technicia~ time.
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Sexvices, LP
(1) Duke Realty S~rvicez, LP
(1) City of Ceppell Building Dept.
(1) Potter Concret~
Started:
Finished:
(1) Pacheco Koch Consulting Engineers
(1) Engineafing Analyst
(1) City of Coppell Engineering Dept.
138680 4900 Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Sec ,tt Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by pemons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page I of I
RoneEngineers
8908 Ambassador Row, Dalla% TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Attn: Mr. SeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 174181
Project No.: 037333
Date of Service: 04/03/2003
Report Date: 05/02/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
co~cTom Duke Realty Services, LP
CONCRETE SUPPLIER: Potter Concrete Ltd.
PnnNT: On site
SPECIFICATION REQUIREMENTS
STRENCTH: 4000 psi @ 28 Days
SLUMP (in): 5" - 7"
~an (%): NA
TEST METHOD: ASTM C- 172
ASTM C-3!
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 9361
PLACEMENT DAT~: 04/03/2003
WEATI-I~R CONDITIONS: Overcast
TIME SAMPLED: 12:35pm BATCHTIME: 12:19pm
TEMPERATURE (P) - AIR 72 V CONCRETe: 78
TRUCKNO: 101 TICKETNO: 113561
AIR coNTEwr (%): NA traiT W~IGHT Loc0: NA
OVERALL PLACEMENT LOCATION:
Drilled pier locations at office area/section #1
SAMPLE LOCATION: Pier locations E.4/3, D.9/3
REPORT OF TE~qT~q and D.f/3
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.25 04/10/2003
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRAcTuRE
(days) Obs. force) (psi) TYPE
7 119140
4210 Unbonded Cap
1 2 5.25 05/01/2003
1 3 5.25 05/01/2003
28 149110
28 152840
Average
5270 UnbondedCap
5410 UnbondedCap
5340
1 4 5.25 05/29/2003
56
Unbonded Cap
Water added at site: 5 gallons
See report #174180 for technician time.
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Building Dept.
(1) Potter Concmm
Started:
Finished:
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of Coppell Engineering Dept.
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variatioo in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Ronc Engineers, Ltd.
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