Freeport NIP(8.1)-LR060404Rona Eng
Project:
1 4 HoId
eering
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
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
MDC DESIGN I.D.: 946
PLACEMENT DATE: 03/01/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 2.30am BATCH TIME: NA
TEMPERATURE (F) AIR 52 F CONCRETE: 70 F
TICKET NO: 163276
UNIT WEIGHT (pct): NA
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT: 1
SPECIFICATION REQUIREMENTS
SIRENGrH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
IESI METHOD:
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 912
CYLINDER
MARKED DATE AGE DIAMEIER AREA
SET NO. TESTED (days) (inches) (sq.in.)
1 1 03/08/2006 7 6 00 28.26
1 2 03/29/2006 28 6 00 28.26
1 3 03/29/2006 28 6 00 28.26
CONCRETE COMPRESSIVE STRENGTH TEST
TRUCK NO: 233
AIR CONTENT 3.2
OVERALL PLACEMENT LOCATION:
Northeast side of Building 14
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
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:
251860
0510795
03/01/2006
04/04/2006
SAMPLE LOCATION: 10' west, 6' north from southeast
corner of paving
MAXIMUM
LOAD
(Ibs. force)
120170
159140
153870
Average
COMPRESSIVE
STRENGTH
(psi)
4250
5630
5440
5540
MEASURED
SLUMP
(inches)
50
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMIIAIIONS: 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
OISS Page 1 of 6
R one Engineering
v 44
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
SPECIFICAIION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
E r 0W-ilk
`t
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
oc pt912
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
2 1 03/08/2006 7 6 00 28.26
2 2 03/29/2006 28 6 00 28.26
2 3 03/29/2006 28 6 00 28.26
2 4 Hold
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 7611.8
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"
MAXIMUM
LOAD
(lbs..force)
119280
157220
155610
Average
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
4220
251860
0510795
03/01/2006
04/04/2006
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
MD DESIGN LD. 946
PL DATE: 03/01/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 4 05am BATCH TIME: NA
TEMPERATURE (F) AIR 52 F CONCRETE: 70 F
TRUCK NO: 213 rIcKET NO: 163286
AIR CONTENT 3 0 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Northeast side of Building 14
25' east, 2' north from southwest
corner of paving
5560
5500
5530
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
O1SS Page 2 of 6
Rohe 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 1
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO..
3 1 03/08/2006
3 2 03/29/2006
3 3 03/29/2006
3 4 Hold
t
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
DATE
TESTED
e¢cpt 9 1 2
Water added at site: 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
AGE DIAMETER AREA
(days) (inches) (sq.in..)
7 6 00 28.26
28 6.00 28.26
28 6 00 28.26
8908 Ambassador Row, Dallas, 1X 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:
MIX DESIGN ID..: 946
PLACEMENT DATE: 03/01/2006
WEA IITER CONDITIONS: Clear
TIME SAMPLED: 4.25arn BATCH IIME: NA
TEMPERA LURE (F) -MR 60 F CONCRETE: 69 F
TRUCK NO. 276 TICKET NO: 163 291
AIR CONTENT 3.8 UNIT WEIGHI (pc!): NA
OVERALL PLACEMENT LOCATION:
Northeast side of Building 14
SAMPLE LOCA rION: 45' north, 15' west from southeast
corner of paving
MAXIMUM
LOAD
(Ibs, force)
107080
148070
139590
Average
COMPRESSIVE
STRENGTH
(psi)
3790
5240
4940
5090
251860
0510795
03/01/2006
04/04/2006
MEASURED
SLUMP
(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 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 6
rrIone Engineering
r n r r r
CONTRACTOR:
CONCRETE SUPPLIER:_
PLANT:
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARIOED
SET NO.
4 4
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
SPECIFICATION REQUIREMENTS
Duke Construction, LP
Redi Mix
1
4000 psi 28 Days
4" 6"
3% 5%
ASTM C-1 72
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C.-39
DAIE
TESTED
4 1 03/08/2006 7
4 2 03/29/2006 28
4 3 03/29/2006 28
Hold
except 9 1.2
Water added at site 5 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D.: 946
PLACEMENT DATE: 03/01/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED 5.20am BATCH TIME: NA
TEMPERATURE (F) AIR 60 F CONCRETE: 70 F
TRUCK NO: 2.33 TICKET NO: 163301
AIR CONTENT 42 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Northeast side of Building 14
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
AGE DIAMETER AREA
(days) (inches) (sq.in.)
MAXIMUM
LOAD
(Ibs, force)
6 00 28 26 99040
6 00 28.26 136260
6 00 28.26 132650
Average
8908 Ambassador Row, Dallas, Tx 75247
2696 Gravel Drive, Fort Worth, TX 76113
7701 W Little York, Ste 600, Houston, IX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
10' south, 7' west from northeast
corner of paving
COMPRESSIVE
STRENGTH
(psi)
3500
4820
4690
4760
251860
0510795
03/01/2006
04/04/2006
MEASURED
SLUMP
(inches)
4.5
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 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 4 of 6
L one 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 1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in)• 4" 6"
AIR 3% 5%
TEST METHOD: ASTM C -172
ASTM C -31
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO TESTED (days) (inches) (sgln.)
5 1 03/08/2006 7 6 00 28.26
5 2 0329/2006 28 6 00 28 26
5 3 03/29/2006 28 6 00 28.26
5 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
PROJECT DATA
MIX DESIGN I 946
PLACEMENT DATE: 03/01/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6.20amn BATCH TIME. NA
TEMPERATURE (F) AIR 60 F CONCRETE: 70 F
TRUCK NO: 126 TICKET NO: 163312
AIR CONTENT 3 6
OVERALL PLACEMENT LOCATION:
Northwest side of Building 14
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
SAMPLE LOCATION: 12' east, 7' north from southwest
comer of paving
MAXIMUM
LOAD
(Ibs..force)
109810
147540
143970
Average
8908 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:
UNIT WEIGHT (pct): NA
COMPRESSIVE
STRENGTH
(Psi)
3880
5220
5090
5160
251860
0510795
03/01/2006
04/04/2006
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
)1SS Page 5 of 6
gone Engineering
1 P 5a p i
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: 03/01/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9'2Oam BATCH TIME: NA
TEMPERATURE (F) AIR 65 F CONCRETE: 70 F
TRUCK NO: 204 TICIOT NO: 163325
A1R CONTENi 4.2 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
Northwest side of Building 14
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Red' Mix
PLANT: 1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% S%
TEST METHOD•
6 4 Hold
Technician: .Timmy Hall
Report Distribution:
(1) Duke Construction LP
(1) Extranet
(1) Pond, Robinson Associates
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
exctpi 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) (sgin)
6 1 03/08/2006 7 6 00 28.26
6 2 03/29/2006 28 6 00 28,26
6 3 03/29/2006 28 6 00 28.26
Started: 2.15am
SAMPLE LOCATION: 15' south, 10' east from northwest
corner of paving
MAXIMUM
LOAD
(lbs., force)
87710
122970
118960
Average
Finished: 12 45pm
8908 Ambassador Row, Dallas, TX 7524 7
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 771140
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
251860
0510795
03/01/2006
04/04/2006
3100
4350
4210
4280
K. Scott Watson, AET
CMT Operations Manager
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 6 of 6
Engineering
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
1 4 Hold
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
SLUT1P (in):
AIR
TEST METHOD:
3 -5"
4% 6%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 4 I 2
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO, TESTED (days) (inches) (sq.in_)
1 1 03/07/2006 7 6 00 28.26
1 2 03/28/2006 28 6 00 28.26
1 3 03/28/2006 28 6 00 28.26
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little Yorlt, Ste 600, Houston, IX 77040
Corporate Phone: (2I4) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
251763
0510795
02/28/2006
04/04/2006
PROJECT DATA
MIX DESIGN I,D.: 112
PLACEMENT DATE: 02/28/2006
WEA LHER CONDITIONS: Clear
TIME SAMPLED: 2:OOam BATCH TIME: NA
TEMPERATURE (F) AIR 45 F CONCRETE: 60 F
TRUCK NO: 306 TICKET Na 163172
AIR CONTENT 4 6
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
OVERALL PLACEMENT LOCATION:
Freeport turn lane, east side of existing building
MAXIMUM
LOAD
(Ibs. force)
107970
135970
135280
Average
UNIT WEIGHT (pcf): NA
SAMPLE LOCATION: 50' north, 4' east from southwest
corner
COMPRESSIVE
STRENGTH
(Psi)
3820
4810
4780
4800
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 R Engineering Services, Ltd
OISS Page 1 of 2
Rune En•th ieereig
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT 1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in):
AIR( 4 %-6%
TEST METHOD: ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASIM C -39
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
2 1 03/07/2006 7 6 00 2826
2 2 03/28/2006 28 6 00 28.26
2 3 03/28/2006 28 6 00 28.26
2 4 Hold
Water added at site
Technician: .Jimmy Hall
Report Distribution:
(1) Duke Construction LP
(1) Extranet
(I) Pond, Robinson Associates
311
creep! 9 .2
5 gallons
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 7611E
7701 W Little York, Ste 600, Houston, rx 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Started: Finished:
Report No.:
Project No.:
Date of Service:
Report Date:
251763
0510795
02/28/2006
04/04/2006
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.. 112
PLACEMENT DATE: 02/28/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 2.40am BATCH TIME: NA
TEMPERATURE (F) AIR 45 F CONCRETE: 62 F
TRucic No: 266 TICrcEr No: 163174
MR CONTENT 5 0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Freeport tum lane, east side of existing building
SAMPLE LOCATION: 20' south, 6' east from northwest
corner
MEASURED
SLUMP
(inches)
4.5
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) IYPE
108000 3820 Unbonded Cap
137880 4880 Unbonded Cap
138200 4890 Unbonded Cap
Average 4890
K. Scott Watson, AET
CMT Operations Manager
LIMITAIIONS: 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 2
Rona En
ineerhig
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd.., Ste 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
ArR 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
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
1 4 Hold
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"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
1 1 03/07/2006 7 6 00 28.26
1 2 03/28/2006 28 6 00 28.26
1 3 03/28/2006 28 6 00 28.26
MIX DESIGN I.D.: 946
PLACEMENT DATE: 02/28/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5.25am BA-ran-nu-I: NA
TEMPERATURE (F) MR 50 F CONCRETE: 62 F
TRVCK NO: 276 TICKET NO: 163187
AM CONTENT 3.8 UNII WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving, south side of fire lane, northwest side of Building 14, 50' from northwest side of
building
SAMPLE LOCATION: 75' east, 12' south from northwest
comer of building
MAXIMUM
LOAD
(Ibs. force)
93950
128030
128770
Average
8908 Ambassador Row, Dallas, TX 75241
2696 Gravel Drive, Fort Worth, TX 76115
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)
251761
0510795
02/28/2006
04/04/2006
3320
4530
4550
4540
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 1 of 6
acne Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas IX 75254
Project.
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
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
except 9 1. 2
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
2 1 03/07/2006 7 6 00 28.26
2 2 03/28/2006 28 6 00 28.26
3 03/28/2006 28 6 00 28.26
2 4 Hold
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, IX 76118
770I 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:
251761
0510795
02/28/2006
04/04/2006
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 DATE: 02/28/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED 6'050m BATCH TIME: NA
TEMPERATURE (F) AIR 50 F CONCRETE: 62 F
TRUCK NO: 126 TICKE NO: 163196
AIR CONTENT 3 0 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving, south side of fire lane, northwest side of Building 14, 50' from northwest side of
building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
SAMPLE LOCATION: 90' west, 6' south from northeast
corner of paving
MAXIMUM
LOAD
(Ibs. force)
104960
144800
142260
Average
COMPRESSIVE
STREW; TIT
(psi)
3710
5120
5030
5080
MEASURED
SLUMP
(inches)
5 0
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
Olss Page 2 of 6
L one Engineering
tt�3Z
Project:
Services:
STRENGTH:
SLUMP (in):
AIR
TEST METIHOD:
CYLINDER
MARKED
SET NO-
3 1
3 2
3 3
t5
3 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
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi 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
DATE AGE DIAMETER
TESTED (days) (inches)
03/07/2006 7 6 00
03/28/2006
03/28/2006
Water added at site 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
28 6 00
28 6 00
MAXIMUM
AREA LOAD
(sq.in.) (lbs. force)
28 26 101350
28.26 133260
28.26 133460
Average
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:
COMPRESSIVE
STRENGTH
(Psi)
3580
4710
4720
4720
25I761
0510795
02/28/2006
04/04/2006
PROJECT DATA
MIX DESIGN I.D... 946
PLACEMENT DATE: 02/28/2006
WEATHER CONDITIONS: Clear
IIME SAMPLED: 8.20am BATCH TIME: NA
TEMPERATURE (F) AIR 60 F CONCREIE: 73 F
TRUCK NO: 266 T ICIEET NO: 163208
AIR CONTENT 3 0- UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving, south side of fire lane, northwest side of Building 14, 50' from northwest side of
except 9 12 building
SAMPLE LOCATION: 15' west, T north from southeast
corner of paving
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
O1SS Page 3 of 6
Project:
Services:
STRENGTH:
SLUMP (in):
AIR /a):
TEST METHOD:
e Engineering
CYLINDER
MARKED
SET NO.
4 1
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
CONTRACTOR: Duke Construction LP
CONCRETE SUPPLIER: Redi Mix
PLANT 1
SPECIFICATION REQUIREMENTS
4 4 Hold
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
PROJECT DATA
MIX DESIGN LD.: 946
PLACEMENT DATE: 02/28/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9:15am BATCH TIME: NA
IEMPERATURE (F) AIR 63 F CONCRETE: 72 F
TRUCK NO: 309 TICKET NO: 556933
AIR CONTENT 3.4 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCA HON:
Paving, south side of fire lane, northwest side of Building 14, 50' from northwest side of
t 9 t 2 building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq..[n.)
03/07/2006 7 6 00 28.26
4 2 03/28/2006 28 6 00 28.26
4 3 03/28/2006 28 6 00 28.26
Water added at site 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
MAXIMUM
LOAD
(Ibs. force)
88170
I21450
117380
Average
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little Yorlt, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.: 251761
Project No.: 0510795
Date of Service. 02 /28/2006
Report Date: 04/04/2006
SAMPLE LOCATION: 30' east, 8' south from northwest
corner of paving
COMPRESSIVE
STRENGTH
(psi)
3120
4290
4150
4220
MEASURED
SLUMP
(inches)
60
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMIIATIONS: 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
01SS Page 4 of 6
lone Engineering
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
5 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
Duke Construction, L.P
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
ASIM C -231
ASTM C -1064
ASIM C -1231
ASTM C -39
excryri 9 12
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO TESTED (days) (inches) (sq.in.)
5 1 03/07/2006 7 6 00 28.26
5 2 03/28/2006 28 6 00 28.26
5 3 03/28/2006 28 6 00 28.26
Does not comply with specified strength.
Water added at site: 10 gallons
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.:
Project No.:
Date of Service:
Report Date:
251761
0510795
02/28/2006
04/04/2006
PROJECT DATA
MIX DESIGN I.D.: 946
PLACEMENT DATE: 02/28/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 10:30am BATCH TIME: NA
TEMPERATURE (F) AIR 65 F CONCRETE: 70 F
TRUCIC NO: 214 TICICET NO: 1065189
AIR CONTENT 42 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving. south side of fire lane, northwest side of Building 14, 50' from northwest side of
building
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
SAMPLE LOCATION: 125' east, 10' south from northwest
corner of paving
MAXIMUM
LOAD
(ibs. force)
79770
115510
111920
Average
COMPRESSIVE
STRENGTH
(Psi)
2820
4080
3960
4020
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 }tone Engineering Services, Ltd
0155 Page 5 of 6
One 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 1
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
IEST METHOD:
LTS
6 4 Hold
Technician: Jimmy Hall
Report Distribution:
(1) Duke Construction LP
(1) Extranet
(1) Pond. Robinson Associates
CONCRETE COMPRESSIVE STRENGTH TEST
4000 psi 28 Days
4" 6"
3%- 5%
ASTM C -17.2
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
PROJECT DATA
MIX DESIGN I.D 946
PLACEMENT DATE. 02/28/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11 50am BATCH TIME: NA
T EMPERATURE (F) AIR 70 F CONCRETE: 76 F
TRUCK NO: 126 TrC1ET NO: 163239
AIR CONTENT 4.2 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
Paving, south side of ire lane, northwest side of Building 14, 50' from northwest side of
amyl 9 1 a building
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
6 1 03/07/2006 7 6 00 28 26
6 2 03/28/2006 28 6 00 28.26
6 3 03/28/2006 28 6 00 28.26
Started: 3 l 5 am
Finished: 2.30pm
MAXIMUM
LOAD
(lbs. force)
102770
136640
130770
Average
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:
110' west, 10' south from east
side of Building 14
COMPRESSIVE
STRENGTH
(psi)
3630
4830
4620
4730
251761
0510795
02/28/2006
04/04/2006
K. Scott Watson, AET
CMT Operations Manager
MEASURED
SLUMP
(inches)
5 0
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
'ISS Page 6 of 6