Freeport NIP(7.0)-LR030513Client:
Project:
Services:
8908 Ambassador R~w, 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
Duke Realty Services, LP
Attn: Mr. SeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.: 176096
Project No.: 037333
Date of Service: 05/02/2003
Report Date: 05/13/2003
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: Pot~el'
PLANT: On site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLt~IP (In): 5" - 7"
Am (%): NA
TEST M~?HOO: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C~231
ASTM C-1064
ASTM C-138
ASTM C-39
M~X OESIGn I.~.: 9361
PLACEMENT DATE: 05/02/2003
V(EATHER CONDITIONS: Cloudy
TIM~ SA~PLZD: 10: 17am BATCH T~: 9:50am
TEMPERATURE (P} - AIR 74 F CONCRETg: 77 v
r~uc~ no: 104 r~C~mT nO: 114454
AIR CONTENT (%): NA ~ WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Please refer to report #176095 for column linc~ to all the piers drilled today
SAMPLE LOCATION: Lines HH-9, GG-9 and FF-9
REPORT OF TE~T~ ,
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUM~ DATE
SET NO. (inches) TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) Obs. force) (psi) TYPE
1 1 6.25
1 2 6.25
1 3 6.25
1 4 6.25
See report %176095
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Service% LP
(1) Duke Realty Service% LP
(1) City of Coppcll Building Dept.
(1) Potter Concrete
05/09/2003 7
05/30/2003 28
05/30/2003 28
06/27/2003 56
for technician time.
Started: Finished:
(1) Pacheco Koch Consulting Engineers
(1) Engineering Analyst
(1) City of CoppeL1 Engineering Dept.
133955 4740 UnbondedCap
UnbondedCap
Unbonded Cap
UnbondedCap
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 ilar variation in quality
(composition, appearance, performance, etc.) or any other feature of sim/lar subject matter provided by persons or condilions over which we have no control. Our leRem 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 Engineem, Ltd.
01DK Page 1 of I
gineers:
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Sro. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Duke Realty Services, LP
Aria: Mr. JeffLangston
5495 Belt Linc Road, Suite 360
Dallas TX 75254
Report No.: 174741
Project No.: 037333
Date of Service: 04/11/2003
Report Date: 05/13/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
Coppcll, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratoD' for curing and testing in accordance with applicable standards.
PROJECT DATA
co~croa: Duke Realty Services, LP
CONCRETE sUPPLIER: Potter
PLANT: On site
SPECIFICATION REQUIREMENTS
STRE~aTH: 4000 psi ~ 28 Days
SLUMP 0o): 3" ' 5"
Aia (%): NA
mST r, mamoo: 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: 04/1 i/2003
WEATHER CONDITIONS: Clear
TtM~SAMPLED: 3:45pm RATC~TIME: 3:28pm
TEMPERATURE (F} - AIR 84 F CONCRETE: 79
TRUCK NO: 102 TICKET NO: 113602
AIR CONTENT (%): NA UmT W~]Ch~r (pc0: NA
OVERALL PLACEMENT LOCATION:
Tie beam, Line H between 4 and 5
SAMPLE LOCATION: Same as above
REPORT OF TE~qT~q
Concrete Compressive Cylinder 6" x 12"- (area 28.27 sq. in.)
CYLINDER MEASURED ·
MARKED SLUMP DATE
SET NO. (inches) TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) Obs- force) (psi) TYPE
1 1 3.75 04/18/2003
7 103570
3660 UnbondedCap
1 2 3.75 05/09/2003
1 3 3.75 05/09/2003
28 155500
28 146435
Average
5500 Unbonded Cap
5180 Unbonded Cap
5340
1 4 3.75 06/0~2003
Water added at site: 20 gallons
Technician: Prick Smith
Report Distribution:
(1) Duke Realty Services, LP
(l) Duke Realty Set'Aces, LP
(1) City of Coppell Building Dept.
(1) Potter Concrete
Started: 3:00pm
56
Finished: 4:45pm
(1) Pacheao Koch Conaulfing Enginear~
(1) Engineering Analyst
(I) City of Coppell Engineering Dept.
Unbonded Cap
' / I~.. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results pr~,~.nted 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 conlrol. Our lettem and
mporls 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 1 of 1
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
Arm: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No,: 174699
Project No.: 037333
Date of Service: 04/11/2003
Report Date: 05/13/2003
Project:
Services:
Freeport 10
500 Freeport Parkway
CoppeR, TX
Obtain samples of fi'esh concrete st the plaeemant 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~tRnCTOR: Duke Realty Services, LP
CONCRETE SUPPLIER: Potter
PLANT: Oil site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 5" - 7"
Am (%): NA
TEST ~mTUOD: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
MIX DESIGN I.D.: 9361
PLACEMENT DATE: 04/11/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: ll:20am BATCHTIME: 10:58am
TEMPERATUR~(F)-AIR 74 F CONCP-~TE: 71 v
Ta~CXNO: 102 ?ICr~T NO: 113594
~a cowrEwr (0/.): NA UNIT wEIcI-rr (per): NA
OVERALL PLACEMENT LOCATION:
See pier iuspc~ion report #174698
SAMPLE LOCATION: Piers B-2.5 and A.3-2.5
ASTM
C-39
REpoRT. OF TEgTg
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (ps0 TYPE
1 1 6.25 04/18/2003 7 124150
4390 Unbonded Cap
1 2 6.25 05/09/2003 28 147995
1 3 6.25 05/09/2003 28 150930
Average
1 4 6.25 06/06/2003
See report #174698 for technician time.
Technician: Rick Smith
Report Distribution:
(1) Duke Realty Service% LP
(1) Duke Realty Sexvicea, LP
(I) City of Coppell Building Dept.
(1) Potter Concrete
56
Started: Finished:
(1) Pa~heeo Koch Consulting Engineers
( 1 ) Engineering Analyst
(1) City of Coppell Engineering Dept.
5230 Unbonded Cap
5340 Unbonded Cap
5290
Unbonded Cap
K. Scott Watson
CMT Operations Manager
LIMITATIONS: The test results presented he~in were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, em.) or any other feature of s'mailar subject matter provided by persons or conditions over which we have no control. Our letters and
repons 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 1 of I