Freeport NIP(8.0)-LR050209Ron
CLient:
'neers
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
8908Ambassador Row, Dallas, TX 75247
2696Gravel Driv~ Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214)630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 225787
Project No.: 049245
Date of Service: 01/11/2005
Report Date: 02/09/2005
Project:
Freeport XI & XII
Coppell, Texas
Obtain samples of fi'esh 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 METHOD:
CONTRACTOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
pLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 6"
4% - 6%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C- ! 231
ASTM C-39
PROJECT DATA
MIX DESIGN i.D.: 7752
PLACEMENT DATE: 01/11/2005
WEATHER CONDITIONS:
TIME SAMELED: 7:36am
TEMEERATURE (F) - Am
TgUCK NO: 1815
AIR CONTENT (%): 5.4
Cloudy
BATCH TIME: 7:02am
66 v CONCRETE: 64 F
TICKETNO: 7635 I0
UNIT WEIGHT (pc0: NA
MEASURED
SLUMP
(inches)
4.75
OVERALL PLACEMENT LOCATION:
Paving, drive between Buildings 11 and 12 at 40' noah to 50' south, 0' to 60' west of the
southwest comer of Building 11; 0' to 40' south, 0' to 100' e~st of the southwest comer of
Building 11
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
20' north. 35' west of southwest
comer of Building 12
MAXIMUM COMPRESSIVE
CYLINDER STRENGTH FRACTURE
MARKED DATE AGE DIAMETER AREA LOAD
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
! 1 01 / 18/2005 7 6.00 28.26 113190 4000 Unbonded Cap
1 2 02/08/2005 28 6.00 28.26 144140 f5100 Unbonded Cap
1 3 02/08/2005 28 6.00 28.26 144600 k..5110 Unbonded Cap
Average 5110
I 4 Hold
Water added at site: 5 gallons
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualily
mtion ear=ce r forman ce. ete.) or any other feature ° f similar subject mstter Provided bY P~S.°~n,s °~c~dwiiUt'~onuSut°t~e~rwv~wih~eehn aWve~no°f~onnt er°e [nOg~rn leeee~t~d
(er~p~°~ are }oraPthP e exelusivl~e use of the clients to whom they are addressed and shall not be rcpreduced exee.. .............
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ineers
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
Mr. Brian S~'aley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Report No.: 225787
Project No.: 049245
Date of Service: 01/11/2005
Report Date: 02/09/2005
Project: Freeporl XI & XII
Coppell, Texas
Services: Obtain samples of 15,esh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for caring and testing in accordance with applicable standards.
STRENGTH:
SLUM]' (in):
AIR (%):
TEST METHOD:
CO~CrOR: Duke Construction
CONCRETE SUPPLIER: Southern Star
PLANT: 27
SPECIFICATION REQUIREMENTS
4000 psi ~ 28 Days
3" - 6"
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
PROJECT DATA ME SVRED
MIX DESIGN I.D.: 7752 SLUMP
p~ACEYmNT DATE: 01/11/2005 (inches)
WEATHER CONDITIONS: Cloudy 4.25
TIME SAMPLED: 10:01am BATCHTIME: 8.'45am
TEMPERATURE (F) - AIR 68 F CONCRETE: 80 F
· RVCK NO: 1840 TICm~T NO: 7632522
AIR CONTENT (%): 5.2 U~IT WEIGHT (pcf): NA
OVERALL pLACEMENT LOCATION:
Paving, drive between Buildings 11 and 12 at 40' north to 50' south, 0' to 60' west of the
southwest comer of Building 11; 0' to 40' south, 0' to 100' east of the southwest comer of
Building 11
SAMPLE LOCATION:
REPORT OF TESTS
· ' ' x 12"
Concrete Compresmve Cyl nder 6
30' south, 65' east of southwest
comer of Building 11
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH FRACTURE
(inches) (sq.in.) (lbs. force) (psi) TYPE
2 1 01/18/2005 7
2 2 02/08/2005 28
2 3 02/08/2005 28
6.00 28.26 112010 3960 Unbonded Cap
6.00 28.26 153080 ~- 5410 Unbonded Cap
6.00 28.26 155040 [ 5480 Unbonded Cap
Average "--5450
2 4 Hold
Water added at site:
Technician: Ben Weaverling
Report Distribution:
(1) Duke Realty Services, LP
(1) Extranet
(1) City of Copl~ll
(1) City of Cappell
5 gallons
Started: 7:00am
Finished: 1 l:00am
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for resting. 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
repons are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except m fidl without the wri~.en approval of Rone Engineers, Ltd.
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