Freeport NIP(8.1)-LR060424lone Engineering
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Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas TX 75254
CONCRETE COMPRESSIVE STRENGTH TEST
Project: Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Services: 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
MIX DESIGN I..D.: 946
PLACEMENI DATE: 03/23/2006
WEATHER CONDITIONS: Clear
TTIvTE SAMPLED: 2.30am BATCH TIME: NA
TEMPERATURE (F) AIR 40 F CONCRETE: 65 F
TIC1cEr No: 164812
UNIT WEIGHT (pct): NA
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT 1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4` 6"
AIR( 3 -5%
TEST METHOD:
CYLINDER
MARIOED
SET NO.
1 2 04/20/2006 2 8
1 3 04/20/2006 28
Hold
1 4
ASTM C -172
ASTM C-31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
DAIE AGE
TESTED (days)
u cr pt 9 1 2
Water added at site 5 gallons
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DIAMETER
(inches)
1 1 03/30/2006 7 6 00
6 00
600
TRUCK NO: 277
AIR CONTENT 4 0
OVERALL PLACEMENT LOCATION:
Paving, north parking lot
MAXIMUM
AREA LOAD
(sq.in.) (Ibs. for cc)
28.26 99960
2826 143260
28.26 140590
Average
8908 Ambassador Row, Dallas, TX. 75247
2696 Gravel Drive, Fort Worth, IX 76113
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
SAMPLE LOCATION: 10' east, I' south from northwest
comer of paving
COMPRESSIVE
ST RENG TH
(Psi)
253050
0510795
03/23/2006
04/24/2006
3530
5070
4970
5020
MEASURED
SL.UNIP
(inches)
5.5
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
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, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no control Our fetters 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 Engineering Services, Ltd
oiSS Page 1 of 3
Client. Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas TX 75254
CONCRETE COMPRESSIVE STRENGTH TEST
Project: Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Services: 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
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT
SPECIFICATION REQUIREMENTS
STRENGTH.
SLUMP (in):
AIR
TEST METHOD:
2 4 Hold
4000 psi 28 Days
4" 6"
3
ASTM C -172
ASTM 0 -31
ASTM C-143
ASTM 0-.231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 1 2
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CI'LINDER
MAE.KED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
2 1 03/30/2006 7 6 00 28.26
2 2 04/20/2006 28 6 00 28 26
2 3 04/20/2006 28 6 00 28 26
PROTECT DATA
MIX DESIGN ID 946
PLACEMENI DATE: 03/23/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5 20am I3ArdH TIME: NA
TEMPERATURE (F) AIR 42 F CONCRETE: 65 F
TRUCK NO: 305 TICKET NO: 164822
AIR CONTENT 4 0 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving, north parking lot
SAMPLE LOCATION: 240' east, 2' south from northwest
corner of paving
MAXIMUM
LOAD
(Ibs. force)
93970
I41860
139880
Average
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, IX 77010
Corporate Phone: (214) 630 -97
Report No.:
Project No.:
Date of Service:
Report Date:
CONTYRESSIVE
STRENG IH
(psi)
253050
0510795
03/23/2006
04/24/2006
3320
5020
4950
4990
MEASURED
SLUMP
(inches)
40
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIIvMITATIONS. 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, 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 Rone Engineering Services, Ltd
01SS Page2of3
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Services: 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
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT: 1
SPECIFICATION REQUIREMENTS
STRENGTH
SLUMP (in):
AIR
TEST METHOD:
3 4 Hold
Water added at site: 20 gallons
Technician: Timmy Hall
Report Distribution:
(I) Duke Construction LP
(1) Extranet
(1) Pond, Robinson Associates
4000 psi 28 Days
4 11 6 11
3 -5%
ASTM C -172
ASTM 0 -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 1.2
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D 946
PLACEMENT DATE: 03/23/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7'00am BATCH TIME: NA
IEMPERATURE(F) AIR 50 F CONCRETE: 60 F
TRUCIC NO: 306 IICICET NO: 164838
AIR CONTENT 3 6 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving, north parking lot
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
3 1 03/30/2006 7 6 00 28 26
3 2 04/20/2006 28 6 00 28.26
3 3 04/20/2006 28 6 00 28.26
Started: 2.30am
MAXIMUM
LOAD
(lbs. force)
91050
140860
134740
Average
Finished: 10
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No..
Date of Service:
Report Date:
425' east, 2' north from southwest
corner of paving
COMPRESSIVE
STRENGTH
(psi)
3220
4980
4760
4870
253050
0510795
03/23t2006
04/24/2006
K. Scott Watson, AET
CMT Operations Manager
MEASURED
SLUMP
(inches)
6A0
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS' The tcst results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, 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 Ronc Engineering Services, Ltd
)1SS Page of