Freeport NIP(8.1)-LR060421one Engineering
E:w' >�c1 },iy�o
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas TX 75254
Project:
Services.
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
PROJECT DATA
MIX DESIGN I..D..: 946
PLACEMENT DATE: 03/14/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4.30an1 BATCH TIME: NA
TEMPERATURE (F) AIR 50 F CONCRETE: 70 F
TRUCK NO: 238 rICKETNO: 164256
AIR CONTENT 4 0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving south side of Building 15
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Rail 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
4 Hold
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 1 2
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. IESTED (days) (inches) (sq.in)
2 1 03/21/2006 7 6 00 28.26
2 2 04/11/2006 28 6 00 28 26
2 3 04/11/2006 28 6 00 28.26
8908 Ambassador Row, Dallas, rX 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:
252568
0510795
03/14/2006
04/21/2006
SAMPLE LOCATION: 50' west, 5' south from northeast
corner of paving
MAXIMUM
LOAD
(Ibs. for ce)
125870
167620
164660
Average
COMPRESSIVE
STRENGTH
(psi)
4450
5930
5820
5880
MEASURED
SLUMP
(inches)
50
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LtIvOTATIONS. 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 Page2of4
•,:one Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas TX 75254
CONTRACTOR.
CONCRETE SUPPLIER.
PLANT
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
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
MR
TEST METHOD:
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
3 1 03/21/2006 7
3 4 Hold
Duke Construction, LP
Redi Mix
1
4000 psr 28 Days
4" 6"
3 -5%
ASTM 0 -172
ASIM C -31
ASTM C -143
ASTM C -231
ASTM 0 -1064
ASTM C -1231
ASTM C-39
except 9 t 2
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN ID.. 946
PLACEMENT DATE: 03/14/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5 15am BATCH TIME: NA
TEMPERATURE (F) AIR 55 F CONCRETE: 70 F
IRUCIC NO 126 TICICET NO: 164264
AIR CONTENT 4 4 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving south side of Building 15
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
MAXIMUM
AREA LOAD
(sq,in,) (lbs. force)
6 00 28.26 87530
28.26 125170
2826 126990
Average
DIAMETER
(inches)
3 2 04/11/2006 28 6 00
3 3 04/11/2006 28 6 00
8908 Ambassador Row, Dallas, IX 75217
2696 Gravel Drive, Fort Worth, IX 76118
7701 W Little York, Ste 600, Houston, IX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(Psi)
3100
4430
4490
4460
252568
0510795
03/14/2006
04/21/2006
SAMPLE LOCATION: 85' east, 7' south from northwest
corner of paving
MEASURED
SLUMP
(i itches)
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 cannot 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 3 of 4
:lone Engineering
CIient: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd.., Ste 360
Dallas IX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SIA'PI IER:
PLANT
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
CYLINDER
MARKED
SE NO.
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
4 4 Hold
Technician: Jimmy Hall
Report Distribution:
(I) Duke Construction L P
(1) Extranet
(I) Pond, Robinson Associates
Duke Construction, LP
Redi Mix
1
except 9 1 2
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq.ln.)
4 1 03/21/2006 7 6 00 28.26
4 2 04/11/2006 28 6 00 28.26
4 3 04/11/2006 28 6 00 28 26
Started. 2 15am
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, I'X 76118
7 701 W Little York, Ste 600, Houston, IX 77040
Corporate Phone: (214) 630-9745
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN LD.: 946
PLACEMENT DATE: 0
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6 40an7 BATCH IIME: NA
TEMPERATURE (F) AIR 58 F CONCRETE. 70 F
TRUCK NO: 213 TICKET NO: 164274
AIR CONTENT 3.6 UNIT WEIGHT (pct): NA
OVERALL PLACEMEN I LOCA TION:
Paving south side of Building 15
SAMPLE LOCATION: 15' east, 5' north from southwest
comer of paving
MAXIMUM
LOAD
(lbs. force)
90750
130290
130130
Average
COMPRESSIVE
STRENGTH
(psi)
3210
4610
4600
4610
252568
0510795
03/14/2006
04/21/2006
MEASURED
SLUMP
(inches)
40
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
K. Scott Watson, AFT
CMT Operations Manager
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
[MSS Page 4 of 4
e En ineerhig
waTti
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:
CONCRETE SUPPLTER:
PLAN I
Duke Construction, LP
Redi Mix
1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6
AIR 3% 5%
TES METHOD: ASTM C -172
ASTM C -31
1 4 Hold
ASTM C -143
ASTM C-231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 1.2
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TEST ED (days) (inches) (sq•in.)
1 1 03/24/2006 7 6 00 28.26
1 2 04/14/2006 28 6 00 28.26
1 3 04/14/2006 28 6 00 28.26
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
NT1X DESIGN it 946
PLACEMENT DATE: 03/17/2006
WEATHER CONDITIONS: C1
TIME SAMPLED: 2.15am
IEMPERAIURE (F) MR 46
TRUCK NO: 174
AIR CONTENT 3 0
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
MAXIMUM
LOAD
(lbs. force)
105990
148630
146200
Average
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -97.5
Report No.:
Project No.:
Date of Service:
Report Date:
ear
BATCH TIME: NA
F CONCRETE: 60 F
nom' NO: 164512
UNIT WEIGIHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving, east side of Building 14, and west side of Building 15
SAMPLE LOCATION: 5' east, 8' south from northwest
corner of existing paving
COMPRESSIVE
STRENGTH
(psi)
252793
0510795
03/17/2006
04/21/2006
3750
5260
5170
5220
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 Rom Engineering Services, Ltd
O1SS Page I of 6
e Engineering
Project:
Services
ST RENG IH:
SLUMP (in):
AIR
TEST METHOD:
2 4 Hold
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER. Redt Mix
PLANT 1
SPECIFICATION REQUIREMENTS
4000 psi 28 Days
4" 6"
3% 5%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except r 7
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO.. TESTED (days) (inches) (sq.in.)
2 1 03/24/2006 7 6 00 28.26
2 2 04/14/2006 28 6 00 28.26
2 3 04/14/2006 28 6 00 28 26
8908 Ambassador Row, Dallas, TX 75241
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
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
PROJECT DATA.
MIX DESIGN LD.: 946
PLACEMENT DAIE. 03/17/2006
WEATHER CONDITIONS: Clear
T IME SAMPLED: 4.20am BATCH TIME: NA
TEMPERATURE (F) AIR 50 F CONCRETE: 70 F
TRUCK NO: 136 TICKET NO: 164521
AIR CONIENT 3 4 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
Paving. cast side of Building 14, and west side of Building 15
SAMPLE LOCATION:
REPORT OF 'PESTS
Concrete Compressive Cylinder 6" x 12"
MAXIMUM
LOAD
(lbs. force)
108390
147280
145220
Average
8' west, 15' south from southeast
corner of paving
COMPRESSIVE
STRENGTH
(Psi)
3830
5210
5140
5180
252793
0510795
03/17/2006
04/21/2006
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, Lid
OISS Page 2 of 6
one Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd.., Ste 360
Dallas TX 75254
Project:
Services:
CONIRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT 1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
4" 6"
AIR 3% 5%
TEST METHOD:
CYLINDER
MARKED
SET NO.
3 1
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.)
03/24/2006 7 6 00 28.26
3 2 04/14/2006 28 6 00 28.26
3 3 04/14/2006 28 6 00 28 26
3 4 Hold
Water added at site 5 gallons
8908 Ambassador Row, Dallas, Tx 75247
2696 Gravel Drive, Fort Worth, IX 76118
7701 W L•ittic York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630.9745
CONCRETE COMPRESSIVE STRENGTH TEST
Freeport XIV XV
800 700 W Bethel Road
Coppell, Texas
Obtain samples of fresh concrete al 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
PLACEMENT DATE: 03/17/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6.20am
TEMPERATURE (F) AIR 55 F
TRUCK NO: 143
AIR CONIENT 4.0
Report No.: 252793
Project No.: 0510795
Date of Service. 03/17/2006
Report Date: 04/21/2006
BATCH TIME. NA
CONCRETE: 70 F
TICKET NO: 164536
UNIT WEIGHT (pd NA
OVERALL PLACEMENT LOCATION:
Paving, east side of Building 14, and west side of Building 15
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
MAXIMUM
LOAD
(Ibs„ force)
119310
160420
I61380
Average
20' north, 12' east from southwest
corner of paving
COMPRESSIVE
STRENGTH
(Psi)
4220
5670
5710
5690
MEASURED
SLUMP
(inches)
50
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LiMI IATIONS. 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
0 ISS Page 3 of 6
r -x)ne Engineering
3ai. V5'.
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas TX 75254
CONTRACTOR:
CONCRETE SUPPLIE• R:
PLANT:
Duke Construction, LP
Redi Mix
1
SPECIFICATION REQUIREMENTS
STRENGTH 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
TEST MErnoD• ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1
ASTM C-39
accept 9 1
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO- TESIED (days) (inches) (sq..in.)
4 1 03/24/2006 7 6 00 28 26
4 2 04/14/2006 28 6 00 .2816
4 3 04/14/2006 28 6 00 28.26
4 4 Hold
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
770E W Little York, Ste 600, Houston, IX 77040
Corporals Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
MAXIMUM
L OAD
(lbs. force)
109640
148540
158680
Average
Report No.:
Project No.:
Date of Service:
Report Date:
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
PLACEMENT DATE: 03/17/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7 15am BATCH TIME. NA
TEMPERATURE (F).. Am 55 F CONCRETE: 70 F
TRUCK NO: 238 T ICKE T NO: 164547
AIR CONTENT 3 8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving, east side of Building 14, and west side of Building 15
30' south, 10' west from northeast
corner of paving
COMPRESSIVE
STRENGTH
(psi)
3880
5250
5610
5430
252793
0510795
03/17/2006
04/21/2006
MEASURED
SLUMP
(inches)
40
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
11SS Page 4 of 6
Client: Dulce 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
STRENGIH:
SI -UMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1
5 2
5 3
ngine Tin
5 4 Hold
4000 psi 28 Days
A" 6"
3% 5%
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)
03/24/2006 7
04/14/2006 28
04/14/2006 28
elect,' 9 1 2
Water added at site 5 gallons
8908 Ambassador Row, Dallas, [X 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DIAMETER
(inches)
6 00
6 00
6 00
MAXIMUM
AREA LOAD
(sq.in.) (lbs. force)
28.26 95450
28 26 161270
28 26 149820
Average
Report No,:
Project No,:
Date of Service:
Report Date:
COMPRESSIVE
STRENGIH
(Psi)
3380
5700
5300
5500
252793
0510795
03/17/2006
04/21/2006
Freeport XIV XV
800 700 W Bethel Road
Copped, 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.
PROJECT DATA
MIX DESIGN I 946
PLACEMENT DATE: 03/17/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7 45am BAICH TIME: NA
TEMPERATURE (F) -AIR 55 F CONCRETE: 70 F
TRUCK NO: 230 rICKET NO 164554
AIR CONTENT 4 0 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION
Paving, cast side of Building 14, and west side of Building 15
25' south, 7' east from northwest
corner of paving
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
)1SS Page 5 of 6
Ong ineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas IX 75254
Project:
Services:
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
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT 1
SPECIFICAIION REQUIREMENTS
STRENGIH:
SLUMP (in):
AIR
TEST METHOD:
6 4 Hold
Technician: Jimmy Hall
Report Distribution.
{1) Duke Construction LP
(I) Exiranet
(1) Pond, Robinson Associates
4000 psi 28 Days
4 -6"
3% 5%
ASTM C -172
ASTM C -31
ASTM C -14.3
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 1
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO TESTED (days) (inches) (sq.in.)
6 1 03/24/2006 7 6 00 28.26
6 2 04/14/2006 28 6 00 28.26
6 3 04/14/2006 28 6 00 28.26
Started: 1 15am
5908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, 1 x 76118
7701 W Little York, Ste 600, Houston, ix 77040
Corporals Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
MIX DESIGN I.D.: 946
PLACEMENI DATE: 03/17/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10'00am BATCH TIME: NA
TEMPERATURE(F) AIR 54 F CONCRETE: 70 F
TRUCK NO: 277 TICKET NO: 164576
AIR CONTENT 4.2 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving, cast side of Building 14, and west side of Building 15
SAMPLE LOCATION: 7' south, 12' west from northeast
corner of paving
Finished: 12.00pm
MAXIMUM
LOAD
(Ibs. force)
95930
131700
123220
Average
COMPRESSIVE
STRENGTH
(psi)
252793
0510795
03/17/2006
04/21/2006
Scott Watson, AET
CMT Operations Manager
MEASURED
SLUMP
(inches)
50
FRACTURE
TYPE
3390 Unbonded Cap
4660 Unbonded Cap
4360 Unbonded Cap
4510
LIMITA rloNs. 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 ofRone Engineering Services, Ltd
■iSS Page 6 of 6
5 e En sneering
Project:
Services:
1 4 Hold
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas TX 75254
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
PROJECT DATA
MIX DESIGN I.D.: 946
PLACEMENT DATE: 03/14/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 2.20am BATCH TIME: NA
TEMPERATURE (F) AIR 50 F CONCRETE: 68 F
TRUCK NO: 126 TICKET NO: 164239
AIR CONTENT 3.2 UNIT WEIGHI (pci): NA
OVERALL PLACEMENT LOCATION
Paving south side of Building 15
CONTRACTOR. Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANr 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
excep' 9 1 2
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO TESTED (days) (inches) (sq.in.)
1 1 03/21/2006 7 6 00 28.26
1 2 04/11/2006 28 6 00 28 26
1 3 04/11/2006 28 6 00
MAXIMUM
LOAD
(lbs. force)
126840
170500
171640
Average
3908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, fort Worth, IX 76118
7701 W Little York, Ste 600, Houston, IX 77040
Corporate Phone: (214) 630 -9745
Report No..
Project No.•
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
25.2568
0510795
03/14/2006
04/21/2006
SAMPLE LOCATION: 15' west, 10' south from northeast
corner of paving
4490
6030
6070
6050
MEASURED
SLUMP
(inches)
40
FRACTURE
IYPE
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 CO whom they are addressed and shall not be ape reproduced 1 of 4 except in full without the written approval of Rone Engineering Services, Ltd
01SS
1 4 Hold
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas TX 75254
Services:
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
Project: Freeport XIV R. 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
PROJECT DATA
MIX DESIGN I.D 946
PLACEMENT DATE: 03/15/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4.10am BATCH TIME: NA
TEMPERATURE (F) AIR 50 F CONCRETE: 65 F
TRUCK. NO: 143 TICKET NO: 164343
AIR CONTENT 4 0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving east side of Building 15
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT 1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4 -6"
AIR 3% 5%
TESI METHOD:
except 9 1 2
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
1 1 03/22/2006 7 6 00 28.26
1 2 04/12/2006 28 6 00 28.26
1 3 04/12/2006 28 6 00 28.26
SAMPLE LOCATION: 8' north, 4' west from southeast
side of curve
MAXIMUM
LOAD
(lbs. force)
109660
153440
146930
Average
8908 Ambassador Row, Dallas, IX 75217
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:
COMPRESSIVE
SIRENGTH
(psi)
252644
0510795
03/15 /2006
04/21/2006
3880
5430
5200
5320
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 trey are addressed and shall not be d reproduced
3 except in full without the written approval of Rom Engineering Services, Ltd
OISS
Dne 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 sarnples 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 LD-: 946
PLACEMENT DATE: 03/15/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6 15ain BATCH TIME: NA
TEMPERATURE (T) AIR 50 F CONCRETE: 70 F
TRUCK NO: 143 TICKET NO: 164354
AIR CONTENI 4.2 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving cast side of Building 15
CONTRACTOR: Dulce 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
MARLED
SET NO
2 1
2 2
2 3
2 4 Hold
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 12
Water added at site 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq .in.)
03/22/2006 7 6 00 28.26
04/12/2006 28 6 00 28.26
04/12/2006 28 6 00 28.26
MAXIMUM
LOAD
(lbs- force)
102680
135340
135000
Average
8908 .Ambassador Row, Dallas, TX 15247
2696 Gravel Drive, Port Worth, TX 7611a
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630-9745
Report No.:
Project No
Date of Service:
Report Date:
252644
0510795
03/15/2006
04/21/2006
SAMPLE LOCATION: 100' north, 3' west from southeast
side of curve
COMPRESSIVE
STRENGTH
(Psi)
3630
4790
4770
4780
MEASURED
SLUMP
(inches)
60
FRACIURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS. The lest results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality arc
for
(composition,
e exclusive u se of the clients any
o whom the are addressed and shall a not provided
e reproduced except in full without the n approval of Ronc Engineering Services, Ltd
Page 2 of 3
OISS
Ron Engineering
CIient: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd Ste 360
Dallas IX 75254
Project:
Services:
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER. Redi Mix
PLANT
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METT -OD:
3 4 Hold
Technician Jimmy Hall
Report Distribution:
(1) Duke Construction LP
(1) Extranet
(1) Pond, Robinson Associates
4000 psi 28 Days
4" 6"
3 -5%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
uccpt 4 1 2
CONCRETE COMPRESSIVE STRENGTH TEST
rr eeport 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
PROJECT DATA
MIX DESIGN T.D.: 946
PLACEMENT DATE: 03/15/2006
WEATHER CONDITIONS: Clear
IIME SAMPLED 8 1 5am BATCH TIME: NA
TEMPERATURE (F) AIR 52 F CONCRETE: 70 F
TICKET NO: 164370
UNIT WEIGHT (pct): NA
TRUCK NO: 301
AIR CONTENT 3 6
OVERALL PLACEMENT LOCATION:
Paving cast side of Building 15
REPORT OF TESTS
Concrete Compressive Cylinder 6" x I2"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq,in.)
3 1 03/22/2006 7 6 00 28.26
3 2 04/12/2006 28 6.00 28 26
3 3 04/12/2006 28 6 00 2826
Started 3 15am
SAMPLE LOCATION: 40' south, 10' west from northeast
comer of paving
Finished: 10:30am
MAXIMUM
LOAD
(lbs. force)
100450
152680
155350
Average
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste G00, Houston, TX 77040
Corporate Phone: (214)630-9745
Report No..:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
3550
252644
05I0795
03/15/2006
04/21/2006
5400
5490
5450
Scott Watson, AET
CMT Operations Manager
MEASURED
SLUMP
(inches)
40
FRACTURE
TY PE
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 3 of 3