Duke Lesley 2A-LR080102
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 308805
Project No.: 0712932
Date of Service: 12/21/2007
Report Date: 01/02/2008
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required 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: Potter Concrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 6%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1 064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design I.D.: 7753 PW
Placement Date: 12/21/2007
Weather Conditions: Sunny
Time Sampled: 08:45am
Temperature - Air: 570F
Truck No: 104
Air Content: 6.0%
Overall Placement Location:
Southwest ramp
Batch time: 08:23am
Concrete: 560F
Ticket No: 17772
Unit Weight (pcf): NA
Measured
Slump
(inches)
5.5
Sample Location:
30' south, 20' east from northwest corner of ramp
REPORT OF TESTS
Cylinder
Marked Date
Set No. Tested
1 1 12/28/2007
1 2 01/18/2008
1 3 01/18/2008
4 02/15/2008
Age
(days)
7
Diameter
(in)
6.00
28
28
56
~E3 ~Q] [ill] E] DO 0
Type 1
Type 2 Type 3 Type 4
Type 5
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
107,470
Compressive
Strength
(psi)
3,800
Fracture
Type
Type5
Area
(in')
28.27
Type 6
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.
(KW/KW) Page 1 of 2
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 308805
Project No.: 0712932
Date of Service: 12/21/2007
Report Date: 01/02/2008
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required 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: Potter Concrete
Plant: 1
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): 3% - 6%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
PROJECT DATA
Mix Design I.D.: 7753 PW
Placement Date: 12/21/2007
Weather Conditions: Sunny
Time Sampled: 10:10am
Temperature - Air: 5850F
Truck No: 130
Air Content: 6.0%
Overall Placement Location:
Southwest ramp
Batch time: 09:55am
Concrete: 560F
Ticket No: 9979
Unit Weight (pcf): NA
Measured
Slump
(inches)
4.5
Sample Location:
50' south, 40' west from northeast corner of ramp
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Com pressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
2 1 12/28/2007 7 6.00 28.27 117,580 4,160 Type5
2 2 01/18/2008 28
2 3 01/18/2008 28
2 4 02/15/2008 56
~ESJ [S]~ ill] ~ DO D
Type 1
Type 2
Type 3 Type 4
Type 5
Type 6
Finished: 11 :45am
Technician: Danny Howard Started: 07:30am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc Potter Concrete Attn: Mr Ryan Skelly
1-cc City of Coppell AUn: Mr. Lee Stone
1-cc City of Coppell AUn: Mr. Larry Davis
Rone Engineering
p~~
K. Scott Watson, AET
Project Manager
LIMIT A nONS: 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.
(KW/KW) Page 2 of 2
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303893
Project No.: 0712932
Date of Service: 11/01/2007
Report Date: 01/02/2008
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 10
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Mix Design 1.0.: 7753 PW
Placement Date: 11/01/2007
Weather Conditions: Clear
Time Sampled: 05:20am
Temperature - Air: 460F
Truck No: 106
Air Content: 4.3%
Overall Placement Location:
Paving at Point West V11 (Northwest corner orf trailer parking traveling west into
street)
Batch time: 04:59am
Concrete: 800F
Ticket No: 8679
Unit Weight (pet): NA
Measured
Slump
(inches)
5.75
Sample Location:
30' north, 10' west from southeast corner of paving
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
1 1 11/08/2007 7 6.00 28.27 81,190 2,870 Cone/Shear
1 2 11/29/2007 28 6.00 28.27 118,330 4,190 Shear
1 3 11/29/2007 28 6.00 28.27 119,810 4,240 Shear
Average 4,210
1 4 12/27/2007 56 6.00 28.27 136,030 4,810 Cone/Split
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.
(CH/KW) Page 1 of 6
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303893
Project No.: 0712932
Date of Service: 11/01/2007
Report Date: 01/02/2008
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 10
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Batch time: 06:41am
Concrete: 800F
Ticket No: 8689
Unit Weight (pet): NA
Measured
Slump
(inches)
5.0
Mix Design 1.0.: 7753 PW
Placement Date: 11/01/2007
Weather Conditions: Clear
Time Sampled: 07:00am
Temperature - Air: 500F
Truck No: 107
Air Content: 4.5%
Overall Placement Location:
Paving at Point West V11 (Northwest corner orf trailer parking traveling west into
street)
Sample Location:
75' north, 20' west from southeast corner of paving
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in2) (Ibs) (psi) Type
2 1 11/08/2007 7 6.00 28.27 86,550 3,060 Cone/Split
2 2 11/29/2007 28 6.00 28.27 142,960 5,060 Cone/Split
2 3 11/29/2007 28 6.00 28.27 138,410 4,900 Cone/Shear
Average 4,980
2 4 12/27/2007 56 6.00 28.27 156,680 5,540 Cone/Split
Remarks: Water added at site: 5 gallons
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.
(CH/KW) Page 2 of 6
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303893
Project No.: 0712932
Date of Service: 11/01/2007
Report Date: 01/02/2008
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 10
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1 064
ASTM C-138
ASTM C-39
Measured
Slump
(inches)
5.5
Mix Design 1.0.: 7753 PW
Placement Date: 11/01/2007
Weather Conditions: Sunny, clear
Time Sampled: 08:10am Batch time: 07:49am
Temperature - Air: 550F Concrete: 820F
Truck No: 141 Ticket No: 8698
Air Content: 4.6% Unit Weight (pet): NA
Overall Placement Location:
Paving at Point West V11 (Northwest corner ort trailer parking traveling west into
street)
Sample Location:
110' north, 40' west from southeast corner of paving
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in2) (Ibs) (psi) Type
3 1 11/08/2007 7 6.00 28.27 109,620 3,880 Cone/Split
3 2 11/29/2007 28 6.00 28.27 159,980 5,660 Cone/Split
3 3 11/29/2007 28 6.00 28.27 164,290 5,810 Cone/Split
Average 5,730
3 4 12/27/2007 56 6.00 28.27 168,690 5,970 Cone/Split
Remarks: Water added at site: 5 gallons
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.
(CH/KW) Page 3 of 6
Rone Engineering.
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303893
Project No.: 0712932
Date of Service: 11/01/2007
Report Date: 01/02/2008
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 10
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1 064
ASTM C-138
ASTM C-39
Measured
Slump
(inches)
5.75
Mix Design 1.0.: 7753 PW
Placement Date: 11/01/2007
Weather Conditions: Sunny, partly cloudy
Time Sampled: 09:30am Batch time: 09:13am
Temperature - Air: 600F Concrete: 850F
Truck No: 106 Ticket No: 8707
Air Content: 4.4% Unit Weight (pet): NA
Overall Placement Location:
Paving at Point West V11 (Northwest corner orf trailer parking traveling west into
street)
Sample Location:
180' north, 15' west from southeast corner of paving
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in') (Ibs) (psi) Type
4 1 11/08/2007 7 6.00 28.27 113,960 4,030 Cone/Split
4 2 11/29/2007 28 6.00 28.27 159,110 5,630 Cone/Split
4 3 11/29/2007 28 6.00 28.27 163,670 5,790 Cone/Split
Average 5,710
4 4 12/27/2007 56 6.00 28.27 177,780 6,290 Cone/Split
Remarks: Water added at site: 10 gallons
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.
(CH/KW) Page 4 of 6
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303893
Project No.: 0712932
Date of Service: 11/01/2007
Report Date: 01/02/2008
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 10
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1,2)
ASTM C-143
ASTM C-231
ASTM C-1 064
ASTM C-138
ASTM C-39
Measured
Slump
(inches)
5.0
Mix Design 1.0.: 7753 PW
Placement Date: 11/01/2007
Weather Conditions: Sunny, partly cloudy
Time Sampled: 11 AOam Batch time: 11 :28am
Temperature - Air: 600F Concrete: 860F
Truck No: 127 Ticket No: 15453
Air Content: 4.1 % Unit Weight (pct): NA
Overall Placement Location:
Paving at Point West V11 (Northwest corner orf trailer parking traveling west into
street)
Sample Location:
250' north, 5' west from southeast corner of paving
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in2) (Ibs) (psi) Type
5 1 11/08/2007 7 6.00 28.27 91,110 3,220 Cone/Split
5 2 11/29/2007 28 6,00 28,27 135,920 4,810 Cone/Split
5 3 11/29/2007 28 6.00 28.27 136,860 4,840 Cone/Split
Average 4,820
5 4 12/27/2007 56 6,00 28.27 155,570 5,500 Cone/Split
Remarks: Water added at site: 10 gallons
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.
(CH/KW) Page 5 of 6
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 303893
Project No.: 0712932
Date of Service: 11/01/2007
Report Date: 01/02/2008
Project: Hemisphere's at Point West
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
Contractor: Duke Construction, LP
Concrete Supplier: Potter Concrete
Plant: 10
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 4" - 6"
Air (%): 3% - 5%
Test Method: ASTM C-172
ASTM C-31 (except 10.1.2)
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
Measured
Slump
(inches)
5.25
Mix Design I.D.: 7753 PW
Placement Date: 11/01/2007
Weather Conditions: Sunny, partly cloudy
Time Sampled: 12:15pm Batch time: 11:59am
Temperature - Air: 650F Concrete: 860F
Truck No: 106 Ticket No: 8721
Air Content: 4.0% Unit Weight (pet): NA
Overall Placement Location:
Paving at Point West V11 (Northwest corner orf trailer parking traveling west into
street)
Sample Location:
300' north, 25' west from southeast corner of paving
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Cylinder Maximum Compressive
Marked Date Age Diameter Area Load Strength Fracture
Set No. Tested (days) (in) (in2) (Ibs) (psi) Type
6 1 11/08/2007 7 6.00 28.27 91,980 3,250 Cone/Split
6 2 11/29/2007 28 6.00 28.27 137,710 4,870 Cone/Split
6 3 11/29/2007 28 6.00 28.27 134,880 4,770 Cone/Split
Average 4,820
6 4 12/27/2007 56 6.00 28.27 150,670 5,330 Shear
Remarks: Water added at site: 5 gallons
Started: 04:45am Finished: 02:30pm
Technician: Montreal Bailey
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc Potter Concrete Attn: Mr Ryan Skelly
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Rone Engineering
p~~
K. Scott Watson, AET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided fDr testing. We assume nD respDnsibility for variation in quality
(composition, appearance, etc.) Dr any other feature of similar subject matter provided by persDns Dr conditiDns Dver which we have no control. Our letters and reports are
for the exclusive use of the clients tD whDm they are addressed and shall nDt be reprDduced except in full without the written approval of RDne Engineering Services, Ltd.
(CH/KW) Page 6 Df 6