Freeport NIP(8.0)-LR041119Roi
Client:
'[neers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
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
Report No.: 222645
Project No.: 049245
Date of Service: 11/11/2004
Report Date: 11/19/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
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.
STRENGTH:
SLUMP (in):
AIR (%):
TEST METItOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: SoutherIl Star
pL.~NT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C~231
ASTM C- 1064
ASTM C-1231
ASTM C-39
except912
PROJECT DATA
MIX DESIGN I.D.: 9349
PLACEMENT DATE: 11/11/2004
WEATHER CONDITIONS: Cloudy
TIME SAMPLED: 6:45an'1 BATCHTIME: 6~10am
TEMPERATURE (F) - AIR 57 F CONCRETE: 74 F
TRUCK NO: 8 TICKET NO: 756509
AIR CONTENT (%): NA UNITWEIGHT(pcD: NA
OVERALL PLACEMENT LOCATION:
Freeport XII, panels at SW 1 and 2, 13, 15, 19, 24, 34
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel 13
MEASURED
SLUMP
(inches)
5.0
MAXIMUM COMPRESSIVE
CYLINDER STRENGTH FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 11/18/2004 7 6.00 28.26 112200 3970 Unbonded Cap
1 2 12/09/2004 28 0.00 0.00 Unbonded Cap
1 3 12/09/2004 28 0.00 0.00 Unbonded Cap
1 4 Hold
Water added at site: 5 gallons
were re ared breed u on the specific samples prov ded for test ng We assume no responsibility for variation in quality
LLMITATIONS: The test results presented here~n P P .P ~ .J .... ~,,~ or c~nflifions over which we have no control. Our letters and
efformance etc oranyotherfeatureofslmdmsu~jectmarterprovlaea°yP=' ............. en rovalofRoneEn neers Ltd
(compos tion, appearance .p ' ) - ~- rlrlr~'ce~d and shall not be renroduced except in fu w thout the wntt app g · ·
reports are for the exclusive use of the chents to whom mey are a
Ro gineers
Client:
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
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 222645
Project No.: 049245
Date of Service: 11/11/2004
Report Date: 11/19/2004
Project:
Services:
Freeport XI & XII
Coppell, Texas
Obtain samples of flesh 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:
CONCRETE SUPPLIER:
pLANT:
Duke Construction
Southern Star
27
MEASURED
MIX DESIGN I.D.: 9349 SLUMP
PLACEMENT DATE: 11/11/2004 (inches)
WEATHER CONDITIONS: Cloudy 5.5
TIMESAMYLED: 8:45a111 BATCHTIME: 7:29am
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP (in): 3" - 5"
nm (%): NA
TEST METHOD: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
TEMPERATLrRE (F) - AIR 5 7 F CONCRETE: 71 F
TRUCK NO: 931 TICKET NO: 756517
AIR CONTENT (%): NA C~Nrr WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Freeport XI1, panels at SW 1 and 2, 13, 15, 19, 24, 34
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Panel 34
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
2 1 11/18/2004 7
2 2 12/09/2004 28
2 3 12/09/2004 28
MAXIMUM COMPRESSIVE
DL~METER AREA LOAD STRENGTH
(inches) (sq.in.) (Ibs. furce) (psi)
6.00 28.26 91000 3220
0.00
0.00
0.00
0.00
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
2 4 Hold
Water added at site:
Technician: Scott Mitchell
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Coppell
(I) City of Coppell
gallons
Started: 5:15am
Finished: 1 hlSam
T ", sgD,
CMT Operations Manager
LLMITATIONS: 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 s~mllar subject roarer provided by persons or conthnons over which we have no control Our leRers 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.
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