Freeport NIP(8.1)-LR060406Rona Engineering
Y'ril t(.
01SS
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
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT 1
SPE REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4
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
aupt 9 1 2
CYLINDER
MARICED DATE AGE DIAMETER AREA
SET NO IESTED ((lays) (inches) (sq.in.)
1 4 Hold
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
1 1 03/13/2006 7 6 00 28.26
1 2 04/03/2006 28 6 00 28-26
1 3 04/03/2006 28 6 00 28.26
MAXIMUM
LOAD
(lbs. force)
107270
144250
145250
Average
8905 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76115
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:
252141
0510795
03/06/2006
04/06/2006
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 L1),: 946
PLACEMENT DATE: 03/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 1 15a1T1 BATCH TIME: NA
IEMPERATURE (F) AIR 50 F CONCRETE: 70 F
TRUCK NO: 126 !oar NO: 163609
AIR CONTENT 3 ,8 UNIT WEIGHT (pcl): NA
OVERALL PLACEMENT LOCATION:
Paving, southwest and northwest sides of Building 14
7' south, 15' west from northeast
corner of paving
COMPRESSIVE
STRENGTH
(psi)
3790
5100
5140
5120
MEASURED
SLUMP
(inches)
40
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
y
LIMITATIONS. The test results presented herein were prepared based upon the specific samples pro condif for testin
ove we e u have r sp o sii b i 0ur lcttv To qualit
(composition, appearance, etc or any other feature of similar subject matter provided by persons
for the exclusive use of the clients to whom they are addressed and shall not be
1 except in full without the written approval of Rone Engineering Services, Ltd of 7
ne Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
tai
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
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 5%
TEST METHOD: ASTM C -172
ASTM C -31 c c pt 9 12
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
2 1 03/13/2006 7 6 00 28.26
2 2 04/03/2006 28 6 00 28.26
2 3 04/03/2006 28 6 00 28.26
2 4 Hold
Duke Construction, LP
Redi Mix
1
8908 Ambassador Row, Dallas, TX 75241
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 6110, Houston, IX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.-
Project No.:
Date of Service:
Report Date:
252141
0510795
03/06/2006
04/06/2006
PROJECT DATA
MIX DESIGN ID,: 946
PLACEMENT DATE: 03/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 3 OOam BATCH TIME: NA
TEMI'ERATURE (F) AIR 52 F CONCRETE: 68 F
TRUCK NO: 238 TICKET No: 163621
MR CONTENT 3 6 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
Paving, southwest and northwest sides of Building 14
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
SAMPLE LOCATION: 110' south, 11' east from northwest
corner of paving
MAXIMUM
LOAD
(lbs. force)
107690
137920
141470
Average
COMPRESSIVE
STRENGTH
(psi)
3810
4880
5000
4940
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
01SS Page 2 of 7
gone Engineering
Client: Duke Construction 1 P
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
CON IrRACTOR: 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:
3 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 1.2
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN LD.: 946
PLACEMENT DALE: 03/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 33Oam BATCH TIME: NA
IEMPERA TURE (F) AIR 50 F CONCRETE: 70 F
TRUCK NO: 174 TICKET NO: 163631
AIR CONTENT 4 0 UNII WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving, southwest and northwest sides of Building 14
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
3 1 03/13/2006 7 6 00 28.26
3 2 04/03/2006 28 6 00 28.26
3 3 04/03/2006 28 6.00 28 26
8908 Ambassador' Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little fork, Ste 600, Houston, IX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
SAMPLE LOCATION 10' west, 5' south from northwest
corner of curve in paving
MAXIMUM
LOAD
(lbs. force)
110970
150430
149140
Average
COMPRESSIVE
STRENGTH
(psi)
252141
0510795
03/06/2006
04/06/2006
3920
5320
5270
5300
MEASURED
SL UMP
(inches)
50
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided i f for testing. over no we e u have no r ponsi or variation
and reports in quality
(composition, appearance, etc) or any other feature of similar subject matter provided by persons or
for the exclusive use of the clients to whom they are addressed and shall not be reproduced p e ecept m full without the written approval of Ronc Engineering Services, Ltd
Rona Engineering
Rone
CIient: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services
CON RACTOR: Duke Construction, LP
CONCRETE SUPPLIER. Red) Mix
PLANT 1
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
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 bold
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
accept 9 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.)
4 1 03/13/2006 7 6 00 28 26
4 2 04/03/2006 28 6 00 28.26
4 3 04/03/2006 28 6 00 28.26
MIX DESIGN LD.: 946
PLACEMENT DATE. 03/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 5.20am BATCH TIME: NA
TEMPERATURE (F) MR 55 F CONCRETE: 70 F
TRUCICNO: 204 TICICET NO: 163641
AIR CONTENT 4 0 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving, southwest and northwest sides of Building 14
SAMPLE LOCATION: 80' west, 5' north from southeast
corner of paving
MAXIMUM
LOAD
(lbs. force)
109230
142440
139890
Average
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, rx 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)
252141
0510795
03/06/2006
04/06/2006
3860
5040
4950
5000
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 4 of 7
r. ne
sr•
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line R.d.., Ste 360
Dallas TX 75254
Project: Freeport XN 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: Red' Mix
PLANT
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARICED
SET NO
5 1
Engineering
Yc
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
,xrspt 9 1 2
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq. in.)
03/13/2006 7 6 00 28.26
5 2 04/03/2006 28 6 00 28.26
5 3 04/03/2006 28 6 00 28.26
5 4 05/01/2006 56 0 00 0 00
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN I.D.: 946
PLACEMENT DATE: 03/06/2006
WEAIHER CONDITIONS:
TIME SAMPLED: 6:15am
TEMPERATURE (F) MR
TRUCK NO: 273
AIR CONTENT 4.2
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
OVERALL PLACEMENT LOCATION:
Paving, southwest and northwest sides of Building 14
SAMPLE LOCATION: 5' east, 7' north from southwest
corner of paving
MAXIMUM
LOAD
(lbs force)
66620
96540
98600
Average
Does not comply with specified strength.
Water added at site 10 gallons
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 -9745
Report No.:
Project No..
Date of Service:
Report Date:
Clear
BATCH TIME: NA
55 F CONCRETE: 70 F
TICKET NO: 163650
UNIT WEIGHT (pcf): NA
COMPRESSIVE
STRENGTH
(Psi)
25.2141
0510795
03/06/2006
04/06/2006
2360
3410
3490
3450
MEASURED
SLUMP
(inches)
60
FRACTURE
TYPE
Unbonded Cap
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 o e except in full without the written approval of Rone Engineering Services, Lid
01SS
1- 'eons Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd.., Ste 360
Dallas TX 75254
CONTRACTOR:
CONCRETE SUPPLIER:
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
es cep! 9 1 2
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
Duke Construction, LP M1X DESIGN I.D. 946
Redi Mix. PLACEMENI DATE. 03/06/2006
1 WEATHER CONDITIONS: Clear
TIME SAMPLED: 8.00am BATCH TIME: NA
TEMPERATURE (F) AIR 60 F CONCRETE: 70 F
TRUCK NO: 238 TICKET NO: 163668
AIR CONTENT 4 0 UNIT WEIGHT (pct): NA
OVERALL PLACEMENT LOCATION:
Paving, southwest and northwest sides of Building 14
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in)
6 1 03/13/2006 7 6 00 28.26
6 2 04/03/2006 28 6 00 2826
6 3 04/03/2006 28 6 00 28,26
MAXIMUM
LOAD
(Ibs.force)
67850
92680
94260
Average
6 4 05/01/2006 56 0 00 0 00
Does not comply with specified strength.
8908 Ambassador Row, Dallas, TX 7524
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:
COMPRESST E
STRENGTH
(psi)
252141
0510795
03/06/2006
04/06/2006
SAMPLE LOCA IION: 85' west, 5' south from northeast
corner of paving
2400
3280
3330
3310
MEASURED
SLUMP
(inches)
50
FRACTURE
TYPE
Unbonded Cap
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
01SS Page 6 of 7
yore Engineering
le ^v.
5F�t�"Y�tYC ��72bk.�
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
TEST METHOD:
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO TESTED (days) (inches) (sq.in.)
7 1 03/13/2006 7 6 00 28.26
7 2 04/03/2006 28 6 00 28.26
7 3 04/03/2006 28 6 00 28.26
7 4 Hold
Technician: .Timmy Hall
Report Distribution:
(1) Duke Construction LP
(I) Extranct
(1) Pond, Robinson Associates
3 -5%
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
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN LD.: 946
PLACEMENT DATE: 03/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9 45am BATCH TIME: NA
TEMPERATURE (F) AIR 62 F CONCRETE: 73 F
TRUCK NO: 305 TICKET NO: 163 684
AIR CONTENT 3.6 uNrT WEIGHT (pct): NA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Started: 1' 15am
OVERALL PLACEMENT LOCATION:
Paving, southwest and northwest sides of Building 14
SAMPLE LOCATION: 65' west, 4' north from southeast
corner of paving
Finished: 1 15pm
MAXIMUM
LOAD
(lbs. force)
107270
129960
133130
Average
8908 Ambassador Row, Dallas, TX 75217
2696 Gravel Drive, Fort Worth, IX 76I18
7701 W Little Yorly Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
Report No.:
Project No.:
Date of Service:
Report Date:
COMPRESSIVE
STRENGTH
(psi)
3790 Unbonded Cap
Unbonded Cap
Unbonded Cap
4600
4710
4660
252141
0510795
03/06/2006
04/06/2006
K. Scott Watson, AET
CMT Operations Manager
MEASURED
SLUMP
(inches)
40
FRACTURE
TYPE
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.onc Engineering Services, Ltd
)1SS Page 7 of 7
Fla Engineering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services:
CON rRAC TOR:
CONCRETE SUPPLIER:
PLANT
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
LEST METHOD: ASTM C -172
ASTM C -31
CYL.INDER
MARKED DATE AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq. in.)
1 1 02/13/2006 7 6 00 28 26
1 2 03/06/2006 28 6 00 28.26
1 3 03/06/2006 28 6 00 28 26
1 4 Hold
Duke Construction, LP
Redi Mix
l
ASTM C -I43
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 12
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, IX 76118
7701 W Little York, Ste 600, Houston, IX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No,:
Project No.:
Date of Service:
Report Date:
COMYRESSIVE
STRENGTH
(Psi)
MAXIMUM
LOAD
(tbs.force)
91560
165310
164040
Average
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: 02/06/2006
WEAIHER CONDITIONS: Clear
TIME SAMPLED: 4 15am BATCH TIME: NA
TEMPERATURE (F) AIR 48 F CONCRETE: 58 F
TRUCK NO: 0 TICKET NO: 161974
AIR CONTENT 4.3 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving, Building 15, north side, south half
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
250474
0510795
02/06/2006
04/06/2006
SAMPLE LOCATION: 10' west, 10' north from southeast
corner of placement
3240
5850
5800
5830
MEASURED
SLUMP
(inches)
3.25
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
01SS Page 1 of 8
one Engineering
Project:
Services:
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
CONCRETE COMPRESSIVE STRENGTH TEST
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:
250474
05I0795
02/06/2006
04/06/2006
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.
CONTRACTOR: Duke Construction, LP
CONCRETE SUPPLIER. Redi Mix
PLANT 1
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
TES 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
exmpt 912
PROJECT DATA
CYLINDER
MARKED DA AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in_)
2 1 02/13/2006 7 6 00 28 26
2 2 03/06/2006 28 6 00 28,26
2 3 03/06/2006 28 6 00 28.26
MIX DESIGN I,.D.: 946
PLACEMENT DATE: 02/06/2006
WEATIIER CONDITIONS: Clear
TIME SAMPLED: 5 10am BATCH TIME: NA
TEMPERATURE (F) AIR 45 F CONCRETE: 56 F
TRUCK NO: 213 TICKET NO: 161985
AIR CONTENT 4 4 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving, Building 15, north side, south half
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
SAMPLE LOCATION: 40' west, I0' south from northeast
comer of placement
MAXIMUM
LOAD
(lbs. force)
96190
134290
131150
Average
COMPRESSIVE
STRENGTH
(psi)
3400
4750
4640
4700
MEASURED
SLUMP
(inchtx)
50
FRACIURE
71TE
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
U1SS Page 2 of 8
-F r O
En sneering
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services.
CONIRACTOR:
CONCRETE SUPPLIER:
PLANT
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
IESr METHOD: ASTM C-1 72
ASTM C -31
CYLINDER
MARKED
SET NO
3 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
3 2 03/06/2006 28 6 00 28.26
3 3 03/06/2006 28 6 00 28.26
3 4 Fold
Duke Construction, LP
Redi Mix
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
except 9 12
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq.in.)
02/13/2006 7 6 00 28.26
Water added at site 5 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
PROJECT DATA
MIX DESIGN 1.D 946
PLACEMENT DATE: 02/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 6 15am
TEMPERATURE (F) AIR 43
TRUCK NO: 126
AIR CONTENT 4.1
OVERALL PLACEMENT LOCATION:
Paving, Building 15, north side, south half
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
8908 Ambassador Row, Dallas, TX 752( 7
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:
250474
0510795
02/06/2006
04/06/2006
BATCH TIME: NA
F CONCRETE: 55 F
TICKET No: 161995
UNIT WEIGHT (pef): NA
SAMPLE LOCATION: 90' west, 30' south from northeast
corner of placement
MEASURED
SLUMP
(inches)
525
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
97980 3460 Unbonded Cap
136130 4810 Unbonded Cap
137330 4860 Unbonded Cap
Average 4840
L.IMTTAIIONS. 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 8
ti_one Engineering
£°.'Are
H;rr...ra..
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
PROJECT DATA
MIX DESIGN I.D.: 946
PLACEMENT DATE: 02/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 7.20am BATCIT TIME. NA
TEMPERATURE (F) AIR 40 F CONCRETE. 54 F
TRUCK NO: 0 IICICET NO: 1 62004
AIR CONTENT 4.6 UNIT WEIGHT (pci): NA
OVERALL PLACEMENT LOCATION:
Paving, Building 15, north side, south half
CONIRACTOR:
CONCRETE SUPPLIER:
PLANT
SPECIFICATION REQUIREMENTS
ST RENG I H.
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
4 1
4 4 Hold
Duke Construction, LP
Redi Mix
1
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 4 1 2
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
DATE AGE DIAMEIER AREA
TESTED (days) (inches) (sq.in.)
02/13/2006 7 6.00 28.26
4 2 03/06/2006 28 6 00 28.26
4 3 03/06/2006 28 6 00 28.26
Water added at site 10 gallons
CONCRETE COMPRESSIVE STRENGTH TEST
MAXIMUM
LOAD
(lbs. force)
126640
134390
131560
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:
250474
0510795
02/06/2006
04/06/2006
140' west, 20' south from northeast
corner of placement
COMPRESSIVE
STRENGTH
(Psi)
4480
4750
4650
4700
MEASURED
SLUMP
(inches)
60
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 4 of 8
e;s.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
CON IRACTOR:
CONCRETE SUPPLIER.
PLANT
SPECIFICATION REQUIREMENTS
STRENGTH
SLUMP (in):
AIR
TEST METHOD:
CYLINDER
MARKED
SET NO.
5 1
Duke Construction, LP
Redi Mix
1
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 9 t 2
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq.in.)
02/13/2006 7 6 00 28.26
5 2 03/06/2006 28 6 00 28.
5 3 03/06/2006 28 6 00 28.26
5 4 04/03/2006 56 6.00 2826
Does not comply with specified strength.
Water added at site. 10 gallons
8908 Ambassador Row, Dallas, IX 7524
2696 Gravel Drive, Fort Worth, IX 76118
7701 W Little York, Ste 600, Iiouston, [X 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
MAXIMUM
LOAD
(Ibs. force)
65890
98260
99580
Average
115320
Report No.:
Project No.:
Date of Service:
Report Date:
250474
0510795
02/06/2006
04/06/2006
PROJECT DATA
MIX DESIGN I.,D. 946
PLACEMENT DATE: 02/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8'00am BATCIH TIME: NA
TEMPERATURE (1 -AIR 42 F CONCRETE: 54 F
TRUCK NO: 247 TICKET NO: 1 62009
AIR CONTENT 4.8 UNIT WEIGHT (pcf): NA
OVERALL PLACEMENT LOCATION:
Paving, Building 15, north side, south half
SAMPLE LOCATION: 100' east, 40' south from northwest
corner of placement
COMPRESSIVE
STRENG ITT
(Psi)
2330
3470
3520
3500
4080
MEASURED
SLUMP
(inches)
70
FRACTURE
TYPE
Unbonded Cap
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 5 of 8
Aorie En h i e e r n g
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
CON TRACT OR:
CONCRET E SUPPLIER:
PLAN T
SPECIFICAT ION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR *A):
TEST MEIHOD:
�.xra
Duke Construction, LP
Redi Mix
1
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
exccpi 9 1 2
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO. IESTED (days) (inches) (sq.,in.)
6 1 02/13/2006 7 6 00 28.26
6 2 03/06/2006 28 6 00 28.26
6 3 03/06/2006 28 6 00 28.26
6 4 04/03/2006 56 6 00 28.26
Does not comply with specified strength.
Water added at site- 10 gallons
3908 Ambassador Row, Dallas, TX. 75247
2696 Gravel Drive, Fort Worth, TX 76118
7 701 W Little York, Ste 600, Houston, rx 77040
Corporate Phone: (214) 630 -9745
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 LD 946
PLACEMENT DATE: 02/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 9 15arn
TEMPERATURE (F) AIR 48
TRUCK NO: 0
AIR CONTENT 5 0
OVERALL PLACEIt(EN I LOCATION:
Paving, Building 15, north side, south half
SAMPLE LOCATION:
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
MAXIMUM
LOAD
(lbs force)
73820
105210
110700
Average
116630
Report No.:
Project No.:
Date of Service:
Report Date:
BATCH TIME: NA
F CONCRETE: 60 F
TICItEI NO: 162032
UNIT WEIGHT (pct): NA
100' east, 20' south from northwest
corner of placement
COMPRESSIVE
STRENGTH
(Psi)
2610
3720
3910
3820
4120
250474
0510795
02/06/2006
04/06/2006
MEASURED
SLUMP
(inches)
60
FRACIURE
TYPE
Unbonded Cap
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 Ronc Engineering Services, Ltd
OISS Page 6 of 8
EL ione Engineering
t zitu
+te
c fi
Inn
Client: Duke Construction LP
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services:
CoNT'RACTOR: Duke Construction, LP
CONCRETE SUPPLIER: Redi Mix
PLANT 1
SPECIFICAIION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR 3% 5%
TEST METHOD:
CYLINDER
hI(ED DATE AGE
SET NO. TESTED (days)
7 1 02/13/2006 7 6 00
7 2 03/06/2006 28 6 00
7 3 03/06/2006 28 6 00
7 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 t 2
Water added at site: 10 gallons
Potter aware of test results
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Fort Worth, IX 76118
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"
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 l..D.: 946
PLACEMENT DATE: 02/06/2006
WEATHER CONDITIONS: Clear
TIME SAMPLED: 11 00am BATCII TIME: NA
TEMPERATURE (F) AM 55 F CONCRETE: 62 F
TRUCK NO: 0 TICKET NO: 162050
AIR CONTENT 5 1 UNIT WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Paving, Building 15, north side, south half
DIAMETER
(inches)
Report No.:
Project No.•
Date of Service:
Report Date:
250474
0510795
02/06/2006
04/06/2006
SAMPLE LOCATION: 50' east, 40' south from northwest
comer of placement
AREA
(sq.in..)
2826
MAXIMUM
LOAD
(Ibs.force)
102520
COMPRESSIVE
STRENGTH
(Psi)
3630
28. 134350 4750
28.26 134500 4760
Average 4760
MEASURED
SLUMP
(inches)
6.5
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 ovcr which we have no control Our letters and reports are
for the exclusive use of the clients to whom they arc addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd
OISS Page 7 of 8
Rune Engineering
4 r
Client: Duke Construction L.P
Mr Bruce Barclay
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT
CONCRETE COMPRESSIVE STRENGTH TEST
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
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi 28 Days
SLUMP (in): 4" 6"
AIR
TEST MEIHOD:
8 4 Hold
Water added at site
Technician: Nathan Witherell
Report Distribution:
(1) Duke Construction LP
(r) Extranct
(1) Pond, Robinson Associates
Duke Construction, LP
Redi Mix
1
3 -5%
ASTM C -172
ASTM C -31
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231
ASTM C -39
mupi 9 1 2
10 gallons
PROJECT DATA
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE AGE DIAMETER AREA
SET NO TESTED (days) (incites) (sq in
8 1 02/13/2006 7 6 00 28.26
8 2 03/06/2006 28 6 00 28 26
8 3 03/06/2006 28 6 00 28 26
Started: 4 O0am
OVERALL PLACEMENT LOCATION:
Paving, Building 15, north side, south half
Finished: 1 45pm
MAXIMUM
LOAD
(Ibs. force)
110720
152290
148620
Average
8908 Ambassador Row, Dallas, IX 75247
2696 Gravel Drive, Port 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
PLACEMENI DATE: 02/06/2006
\\FEATIIER CONDITIONS: Clear
TIME SAMPLED: 12 45pm BA r cH TIME: NA
TEMPERATURE (F) AIR 64 F CONCRETE: 70 F
TRUCK NO: 0 TICKET NO: 162072
AIR CONTENT 4 4
UNIT WEIGHT (pct): NA
SAMPLE LOCATION: 30' east, 40' south from northwest
corner of placement
COMPRESSIVE
STRENGTH
(Psi)
250474
0510795
02/06/2006
04/06/2006
3920
5390
5260
5330
K. Scott Watson, AET
CMT Operations Manager
MEASURED
SLUMP
(inches)
5.25
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 Ronc Engineering Services, Ltd
01SS Page 8 of 8