Duke Lesley-LR070817
Rone Engineering
.
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 Lime Depth Checks
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report No.: 294933
Project No.: 0612510
Date of Service: 08/08/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Lime Depth Check
Report of Tests
A c tu a IDe p th R e quire d
Item Location (Inches) De p th (In c h e s )
1 Dividend, eastbound la n e, S ta ti 0 n 1+00 7.00 6.00
2 D i v ide n d, e a S tb 0 un d lane, Station 4+00 7.00 6.00
3 Dividend, eastbound lane, Station 7+00 7.00 6.00
4 Dividend, eastbound lane, Station 10+00 6.25 6.00
5 Dividend, eastbound lane, Station 13+00 6.50 6.00
6 Dividend, eastbound la n e, S ta ti 0 n 16+00 6.00 6.00
7 Dividend, eastbound lane, Station 19+00 6.00 6.00
8 Dividend, eastbound lane, Station 22+00 6.25 6.00
9 Dividend, eastbound lane, Station 25+00 8.00 6.00
10 Dividend, eastbound lane, Station 28+00 7.75 6.00
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.
(TM/LB) Page 1 of 3
Rone Engineering
.
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
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Depth Checks
Report No.: 294933
Project No.: 0612510
Date of Service: 08/08/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Lime Depth Check
A c tu a IDe p th R e quire d
Item Location (Inches) Depth (Inches)
1 1 D i vi den d, e a s tb 0 un d lane, Station 31+00 7.00 6.00
12 D i vi den d, e a s tb 0 un d lane, Station 34+00 7.00 6.00
13 Dividend, eastbound lane, Station 37+00 6.50 6.00
14 Dividend, eastbound lane, Station 40+00 6.00 6.00
15 Dividend, eastbound lane, Station 43+00 6.00 6.00
16 D ivid e~9~astb 0 und lane, Station 45+00 6.00 6.00
--
1 7 Dividend, eastbound lane, Station 48+00 6.00 6.00
1 8 Point West, Station 1 +00 6.50 6,00
19 Point West, Station 4+00 6.25 6.00
20 Point West, Station 7+00 7.00 6.00
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.
(TMILB) Page 2 of 3
Rone Engineering
.
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
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Depth Checks
Report No.: 294933
Project No.: 0612510
Date of Service: 08/08/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Lime Depth Check
A c tu a IDe p th Required
Item Location (Inches) De p th (In c he s)
21 Point West, Station 10+00 7.25 6.00
22 Point West, Station 13+00 7.00 6.00
23 C en te r 0 f north tu rn la n e 6.50 6.00
24 C enter of south turn lane 6.50 6.00
L-__
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 09:30am Finished: 12:30pm Rone Engineering
P-~~
K. Scott Watson, AET
Project 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.
(TM/LB) Page 3 of 3
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.: 295024
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Mix Design I.D.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 07:15am
Temperature - Air: 790F
Truck No: NA
Air Content: 3.8%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Measured
Slump
(inches)
1.0
Batch time: 07:05am
Concrete: 760F
Ticket No: NA
Unit Weight (pct): NA
Sample Location:
Station 1 +25
REPORT OF TESTS
Cylinder
Marked Date Age
Set No. Tested (days)
1 1 08/16/2007 7
2 09/06/2007 28
3 09/06/2007 28
4 08/14/2007 5
Diameter
(in)
6.00
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
83,610
Compressive
Strength
(psi)
2,960
Fracture
Type
Unbonded Cap
Area
(in')
28.27
6.00
28.27
75,950
2,690
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.
(LB/LB) Page 1 of 9
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
B90B Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 7B744
Corporate Phone: (214) 630-9745
Report of Concrete Compressive Strength Test
Report No.: 295024
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Mix Design I.D.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 08:10am
Temperature - Air: 840F
Truck No: NA
Air Content: 3.6%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Measured
Slump
(inches)
0.75
Batch time: 08:00am
Concrete: 800F
Ticket No: NA
Unit Weight (pcf): NA
Sample location:
Station 2+50
REPORT OF TESTS
Cylinder
Marked Date Age
Set No. Tested (days)
2 1 08/16/2007 7
2 2 09/06/2007 28
2 3 09/06/2007 28
2 4 08/14/2007 5
Diameter
(in)
6.00
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
88,620
Compressive
Strength
(psi)
3,130
Fracture
Type
Un bonded Cap
Area
(in')
28.27
6.00
28.27
84,020
2,970
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.
(LB/LB) Page 2 of 9
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.: 295024
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Mix Design I.D.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 08:45am
Temperature - Air: 850F
Truck No: NA
Air Content: 3.2%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Measured
Slump
(inches)
0.25
Batch time: 08:40am
Concrete: 840F
Ticket No: NA
Unit Weight (pcf): NA
Sample Location:
Station 3+75
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
90,760
Cylinder
Marked Date Age
Set No. Tested (days)
3 1 08/16/2007 7
3 2 09/06/2007 28
3 3 09/06/2007 28
3 4 08/14/2007 5
Diameter
(in)
6.00
Area
(in2)
28.27
Compressive
Strength
(psi)
3,210
Fracture
Type
Unbonded Cap
6.00
28.27
81,080
2,870
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.
(LB/LB) Page 3 of 9
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.: 295024
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Batch time: 09: 1 Oam
Concrete: 870F
Ticket No: NA
Unit Weight (pcf): NA
Measured
Slump
(inches)
0.75
Mix Design I.D.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 09: 15am
Temperature - Air: 880F
Truck No: NA
Air Content: 3.5%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
102,510
Area
(in')
28.27
6.00
28.27
88,340
Sample Location:
Station 5+80
REPORT OF TESTS
Cylinder
Marked Date Age
Set No. Tested (days)
4 1 08/16/2007 7
4 2 09/06/2007 28
4 3 09/06/2007 28
4 4 08/14/2007 5
Diameter
(in)
6.00
Compressive
Strength
(psi)
3,630
Fracture
Type
Unbonded Cap
3,120
Unbonded Cap
LIMITATION S: 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.
(LB/LB) Page 4 of 9
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.: 295024
Project No.: 0612510
Date ot Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Mix Design 1.0.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 1 0:45am
Temperature - Air: 880F
Truck No: NA
Air Content: 3.8%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Measured
Slump
(inches)
0.75
Batch time: 1 0:40am
Concrete: 920F
Ticket No: NA
Unit Weight (pet): NA
Sample Location:
Station 9+00
REPORT OF TESTS
Cylinder
Marked Date Age
Set No. Tested (days)
5 1 08/16/2007 7
5 2 09/06/2007 28
5 3 09/06/2007 28
5 4 08/14/2007 5
Diameter
(in)
6.00
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
87,900
Compressive
Strength
(psi)
3,110
Fracture
Type
Unbonded Cap
Area
(in')
28.27
6.00
28.27
80,630
2,850
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.
(LBILB) Page 5 of 9
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.: 295024
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Mix Design 1.0.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 12:00p~
Temperature - Air: 930F
Truck No: NA
Air Content: 4.3%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Measured
Slump
(inches)
1.0
Batch time: 11 :50am
Concrete: 950F
Ticket No: NA
Unit Weight (pcf): NA
Sample Location:
Station 11 +85
REPORT OF TESTS
Cylinder
Marked Date Age
Set No. Tested (days)
6 1 08/16/2007 7
6 2 09/06/2007 28
6 3 09/06/2007 28
6 4 08/14/2007 5
Diameter
(in)
6.00
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
82,370
Compressive
Strength
(psi)
2,910
Fracture
Type
Unbonded Cap
Area
(in2)
28.27
6.00
28.27
80,320
2,840
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.
(LBfLB) Page 6 of 9
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.: 295024
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Mix Design I.D.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 12:50pm
Temperature - Air: 930F
Truck No: NA
Air Content: 4.7%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Measured
Slump
(inches)
1.25
Batch time: 12:40pm
Concrete: 940F
Ticket No: NA
Unit Weight (pcf): NA
Sample Location:
Station 13+50
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
55,510
Cylinder
Marked Date Age
Set No. Tested (days)
7 1 08/16/2007 7
7 2 09/06/2007 28
7 3 09/06/2007 28
7 4 08/14/2007 5
Diameter
(in)
6.00
Area
(in')
28.27
Compressive
Strength
(psi)
1,960
Fracture
Type
Unbonded Cap
6.00
28.27
59,240
2,100
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.
(LB/LB) Page 7 of 9
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
6906 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.: 295024
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Mix Design I.D.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 01 :40pm
Temperature - Air: 960F
Truck No: NA
Air Content: 4.2%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Measured
Slump
(inches)
1.0
Batch time: 01 :35pm
Concrete: 960F
Ticket No: NA
Unit Weight (pet): NA
Sample Location:
Station 15+25
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
Maximum
Load
(Ibs)
76,380
Cylinder
Marked Date Age
Set No. Tested (days)
8 1 08/16/2007 7
8 2 09/06/2007 28
8 3 09/06/2007 28
8 4 08/14/2007 5
Diameter
(in)
6.00
Area
(in')
28.27
Compressive
Strength
(psi)
2,700
Fracture
Type
Unbonded Cap
6.00
28.27
73,520
2,600
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.
(LB/LB) Page 6 of 9
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.: 295024
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
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:
Concrete Supplier: Lacy
Plant: On site
Specification Requirements
Strength: 3,600 psi @ 28 days
Slump (in.): 4" maximum
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
Mix Design 1.0.: 5194
Placement Date: 08/09/2007
Weather Conditions: Clear
Time Sampled: 02:10pm
Temperature - Air: 960F
Truck No: NA
Air Content: 4.1%
Overall Placement Location:
Paving for Dividend Street, Station 0+00 to 19+00, eastbound lane
Measured
Slump
(inches)
1.25
Batch time: 02:00pm
Concrete: 1000F
Ticket No: NA
Unit Weight (pet): NA
Sample Location:
Station 16+50
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
9 1 08/16/2007 7 6.00 28.27 84,670 2,990 Unbonded Cap
9 2 09/06/2007 28
9 3 09/06/2007 28
9 4 08/14/2007 C 6.00 28.27 85,820 @ Unbonded Cap
Technician: Ryan Rawlinson
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 06:00am Finished: 03:45pm Rone Engineering
/*~.~
K. Scott Watson, AET
Project 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.
(LB/LB) Page 9 of 9
Rone Engineering
.
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
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Depth Checks
Report No.: 295602
Project No.: 0612510
Date of Service: 08/14/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Lime Depth Check
Report of Tests
A c tu a IDe p th R e quire d
Item Location (Inches) o e p th (In c h e s )
1 Dividend, westbound lane, Station 37+00 6.50 6.00
2 D i v ide n d , W e s tb 0 un d lane, Station 40+00 6.25 6.00
3 Dividend, westbound lane, Station 43+00 6.25 6.00
4 Dividend, westbound la n e, S ta ti 0 n 46 + 0 0 6.00 6.00
5 o i vi den d , we s tb 0 un d lane, Station 48+50 6.00 6.00
Technician: Joe Jernigan
Rone Engineering
See Report 295601 focteOh"",>ot;mep ~ ~
K. Scott Watson, AET
Project Manager
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
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.
(TMlLB) Page 1 of 1
Rone Engineering
.
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
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 294958
Project No.: 0612510
Date of Service: 08/08/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Steel for paving, west lane, Dividend Drive, Station 1+50 to 34+00
Items Inspected Conforming Non Items Ins peeled. Conforming Non Item s Ins peeled: Conforming Non
Conforming Co nfo rm ing Co nfo rm ing
P lacing Drawings 8 ar Lenglh Column Ties Properly
Approved x and Shape x T led and Spaced NA
Bar Size x Proper Bar P lacem ent x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
~.
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x Pro per 8 ar Suppa r1s x Co mer Bars NA
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments:
No apparent discrepancies were noted at the locations listed above.
Technician: Tommy Chapa
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 04:00pm Finished: 05:15pm Rone Engineering
p-~..~
K. Scott Watson, AET
Project 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.
(TMILB) Page 1 of 1
Rone Engineering
.
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
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 295493
Project No.: 0612510
Date of Service: 08/11/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Northbound turn lane into Beltline Road
Item s Inspected Conforming Non Item sins peeted: Co nfo rm ing Non Item sins peeted: Conforming Non
Confonming Conforming Conforming
P lacing Drawings Bar Length Column Ties Properly
Approved x and Shape NA Tied and Spaced NA
Bar Size x Proper Bar Placement x Stirrup Spacing NA
Bar Grade x Pro perly Tied x Stirrup Type NA
_..-
Bars Clean x Dowel Bars in Place x Lapped Splices x
Form Clean x PrnperBarSupports x Co mer Bars NA
Numberof Bars x ProperCover x Mechanical Splices NA
Discrepancies / Comments:
1. Remove trash from forms.
2. Chairs needed.
Discrepancies noted above were corrected prior to concrete placement.
Technician: Ryan Rawlinson
Report Distribution:
Orig: Duke Construction, LP (Dallas, DC)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppel! Attn: Mr. Larry Davis
Started: 05: 15am
Finished: 06:00am
Rone Engineering
p~~
K. Scott Watson, AET
Project 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, LId.
(TM/LB) Page 1 of 1
Rone Engineering
..
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
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Reinforcing Steel Inspection
Report No.: 295111
Project No.: 0612510
Date of Service: 08/09/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Reinforcing Steel Inspection
Report of Inspection
Locations and Items Inspected:
Steel for paving, west lane of Dividend Drive, Station 34+86.83 to 42+98.71
Head wall over box culvert, Station 0+48.89, line B
Items Inspected" Co nforming Non Items Inspected Co nfo rm ing Non Item s Ins peeled: Confo rrn ing Non
Conforming Conforming Co nfo rm ing
P lacing Drawings Bar Length Column Ties Properly
Approved x and Shape x T led and Spaced NA
Bar Size x P fO per B ar P lacem ent x Storrup Spacing NA
B F!r Grade x PraperlyTied x Storrup Type NA
-- -...-.---
Bars Clean x Do wel Bars in Place x Lapped Splices x
Form Clean x P ra per Bar Suppa rts x Corner 8 ars x
N um ber of Bars x ProperCover x Mechanical Splices NA
Discrepancies I Comments:
No apparent discrepancies were noted at the locations listed above.
Technician: Tommy Chapa
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-cc City of Coppel! AUn: Mr. Lee Stone
1-cc City of Coppel! AUn: Mr. Larry Davis
Started: 02:30pm Finished: 04:00pm Rone Engineering
/~~.~
K. Scott Watson, AET
Project 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.
(TM/LB) Page 1 of 1
Rone Engineering
.
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
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Depth Checks
Report No.: 295409
Project No.: 0612510
Date of Service: 08/13/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Lime Depth Check
Report of Tests
A c tu a IDe p th Required
Item Location (Inches) De p th (In c h e s)
1 Dividend, westbound lane, Station 1+00 6.25 6.00
2 D i v ide n d , we s tb 0 un d lane, Station 4+00 6.25 6.00
3 Dividend, westbound lane, Station 7+00 6.50 6.00
4 Dividend, westbound lane, Station 10+00 6.00 6.00
: 5 Dividend, westbound lane, Station 13+00 6.00 6.00
6 Dividend, westbound la ne, S ta ti 0 n 16+00 6.00 6.00
7 Dividend, westbound la ne, Statio n 19+00 6.50 6.00
8 Dividend, westbound la ne, Station 22+00 6.75 6.00
9 Dividend, westbound lane, Station 25+00 6.25 6.00
10 Dividend, westbound lane, Station 28+00 6.00 6.00
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.
(TMfLB) Page 1 of 2
Rone Engineering
.
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
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Lime Depth Checks
Report No.: 295409
Project No.: 0612510
Date of Service: 08/13/2007
Report Date: 08/17/2007
Project: Lesley Infrastructure
Services: Lime Depth Check
A c tu a IDe p th Required
Item Location (Inches) Depth (Inches)
1 1 Dividend, westbound la n e, S ta ti 0 n 3 1 + 0 0 6.00 6.00
1 2 Dividend, westbound la n e, S ta ti 0 n 34 + 00 6.00 6.00
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 10:00am Finished: 12:00pm Rone Engineering
P-~~
K. Scott Watson, AET
Project 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.
(TM/LB) Page 2 of 2