Freeport NIP(8.1)-LR060420r Iona Engineering
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
CONTRACT OR:
CONCRETE SUPPLIER:
PLANT:
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
1 1
1
1
1 4 Hold
Duke Construction, LP
Redi Mix
1
4000 psi 28 Days
4" 6"
3% 5%
ASIM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASIM C -39
except 9 12
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DATE AGE DIAMETER AREA
IESTED (days) (inches) (sq.in)
03/17/2006 7 6 00 28 26
2 04/07/2006 28 6 00 28.26
3 04/07/2006 28 6 00 28.26
Water added at site: 10 gallons
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Port Worth, IX 76118
7701 W Little York, Ste 600, ITouston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN 1.D.: 946
PLACEMENT DAIE: 03/10/2006
WEATHER CONDITIONS: Ci
TIME SAMPLED: 3:05am
TEMPERATURE (P) AIR 50
TRUCK NO: 143
AIR CONTENT 3 4
OVERALL PLACEMEN LOCATION:
Paving south side of Building 14
MAXIMUM
LOAD
(1bs. force)
108100
157990
154760
Average
Report No.:
Project No.:
Date of Service:
Report Date:
ear
COMPRESSIVE
STRENGTH
(Psi)
252402
0510795
03/10/2006
04/20/2006
BATCH TIME: NA
F CONCRETE: 65 T
TICKET NO: 164012
UNIT WEIGHT (pct): NA
SAMPLE LOCATION: 10' east, 8' south from northwest
corner of paving
3820
5590
5470
5530
MEASURED
SLUMP
(inches)
40
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LrMirATIONS: 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 arc
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, Lad
OISS Page I of 5
CONTRACTOR:
CONCREIE SUPPLIER:
PLANT:
CYLINDER
MARRED
SET NO
En tip; dneer ng
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
Duke Construction, LP
Redi Mix
1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
2 4 Hold
uupi 912
Water added at site. 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DAIE AGE DIAMETER AREA
TESTED (days) (inches) (sq.in.)
2 1 03/17/2006 7 6 00 28.26
2 2 04/07/2006 28 6 00 28.26
2 3 04/07/2006 28 6 00 28.26
OVERALL PLACEMENT LOCATION:
Paving south side of Building 14
MAXIMUM
LOAD
(lbs. force)
111560
164740
156330
Average
8905 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, IX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630-9745
Report No.:
Project No.:
Date of Service:
Report Date:
252402
0510795
03/10/2006
04/20/2006
MIX DESIGN 1..D.. 946
PLACEMENT DATE: 03/10/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4:00am BATCH TIME: NA
TEMPERATURE (F) AIR 50 F CONCRETE: 65 F
TRUCK NO: 204 TICKET NO: 164019
AIR CONTENT 3 6 UNIT WEIGHT (pcf): NA
110' east, 7' south from northwest
corner of paving
COMPRESSIVE
STRENGTH
(Psi)
3950
5830
5530
5680
MEASURED
SLUMP
(inches)
50
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 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
OISS Page 2 of 5
tone Engineering
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
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
TEST METHOD: ASTM C -172
ASTM C -31
CYLINDER
?ARICED
NO,
3 1
3 2
3 3
3 4 Hold
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 1 2
Water added at site 15 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq.in.)
03/17/2006 7 6 00 28.26
04/07/2006 28 6 00 28.26
04/07/2006 28 6 00 28.26
MAXIMUM
LOAD
(lbs. force)
107950
146810
147340
Average
8908 Ambassador Row, Dallas, Tai 75247
2696 Gravel Drive, Fort Worth, TX 7611.8
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(Psi)
3820
5190
5210
5200
252402
0510795
03/10/2006
04/20/2006
MIX DESIGN I..D,: 946
PLACEMENT DATE: 03/10/2006
WEATITER CONDITIONS: Clear
TIME SAMPLED: 4.30am BATCH ITME. NA
TEMPERA rURE (F) -AIR 55 F coNCRE TE: 65 F
TRUCK NO: 233 TICKET NO: 164026
AIR CONTENI 4.2 UNIT WEIGIIT (pct): NA
OVERALL PLACEMENr LOCATION:
Paving south side of Building 14
SAMPLE LOCATION: 200' east, 10' south from northwest
corner of paving
MEASURED
SLUMP
(inches)
55
FRACT URE
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 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
15S Page 3 of 5
aF� Engineering
I,
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services:
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
MARKED
SET NO.
4 1
4 4 Hold
`y faJ�v•�Is�1
Freeport XIV XV
800 700 W Bethel Road
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
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 1 2
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq..in.)
03/17/2006 7 6 00 28.26
4 2 04/07/2006 28 6 00 28.26
4 3 04/07/2006 28 6 00 28 26
Water added at site. 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D 946
PLACEMENT DATE: 03/10/2006
VVEATILER CONDITIONS: Clear
TIME SAMPLED: 6600am BATCH TIME: NA
70
TEMPERATURE (F) AIR 56 F
r RUCK NO: 247
AIR CONTENT 4 2
OVERALL PLACEMENT LOCATION:
Paving south side of Building 14
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
MAXIMUM
LOAD
(Ibs.. force)
106060
141940
147450
Average
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, IIouston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.
Date of Service:
Report Date:
CONCRETE:
252402
0510795
03/10/2006
04/20/2006
TICKET NO: 164039
UNIT WEIGHT (pcf): NA
110' west, 8' south from northeast
comer of paving
COMPRESSIVE
STRENGTH
(Psi)
3750
5020
5210
5120
F
MEASURED
SLUMP
(inches)
50
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 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
11ISS Page 4 of 5
e Engineering
CONCRETE COMPRESSIVE STRENGTH TEST
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: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
cusp' 9 1 2
CYLINDER
MARICED DATE AGE DIAMETER AREA
SET NO TESTED (days) (inches) (sq.in.)
5 1 03/17/2006 7 6 00 28.26
5 2 04/07/2006 28 6 00 28 26
5 3 04/07/2006 28 6 00 28.26
5 4 Hold
Water added at site. 10 gallons
PROJECT DATA
MIX DESIGN I.D.: 946
PLACEMENT DATE. 03/10/2006
WEATHER CONDITIONS: Clear
r!ME SAMPLED• 10' 1 Sam BATCH TIME: NA
TEMPERATURE (F) -AIR 65 F CONCRETE: 72 F
TRUCK NO: 126 TICKET NO: 164086
AIR CONTENI 4 0
OVERALL PLACEMENT LOCATION:
Paving south side of Building 14
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Technician: Jimmy Hall Started. 1,30am Finished: 11 00am
Report Distribution:
(I) Duke Construction LP
(I) Extranet
(1) Pond, Robinson Associates
SAMPLE LOCATION: 5' west, 10' south from northeast
corner of paving
MAXIMUM
LOAD
(lbs. force)
99180
134410
134030
Average
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, IHouston, TX 77040
Corporate Phone: (214) 630-9745
Report No.:
Project No.:
Date of Service:
Report Date:
UNIT WEIGHT (pct): NA
COMPRESSIVE
STRENGTH
(psi)
3510
4750
4740
4750
252402
0510795
03/10/2006
04/20/2006
K. Scott Watson, AET
CMT Operations Manager
MEASURED
SLUMP
(inches)
40
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
!.IMITATIONS: 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
1155 Page 5 of 5