Duke Lesley-LR070816
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 In-Place Density Testing
Report No.: 294334
Project No.: 0612510
Date of Service: 08/0212007
Report Date: 08/16/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-2922
ASTM 0-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 734 Current: 2527
Previous: 732 Previous: 2523
MOISTURE DENSITY RELATIONS
34.4
30.3
22.5
Maximum
Density
(pet)
82.2
88.4
96.5
Project Requirements
Moisture Density
Optimum +4 95 min
Optimum +4 95 min
Optimum +4 95 min
MID No.
293844
293899
272998
Description
Lime Treated Medium Brown / Sandy Clay
Lime Treated Brown I Sandy Clay
Brown I Silty Clay wI Organics
Moisture
%
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pef) (pet) (% max)
Paving subgrade
Dividend westbound lane, Station 15+00 6" 293844 37.9 109.9 79.7 97
Paving subgrade
2 Dividend westbound lane I Station 18+00 6" 293844 36.2 109.9 80.7 98
Paving subgrade
3 Dividend westbound lane, Station 21 +00 6" 293844 37.2 109.9 80.1 97
Paving s.ubgrade
4 Dividend westbound lane, Station 24+00 6" 293844 35.9 109.8 80.8 98
Paving subgrade
5 Dividend westbound lane, Station 27+00 6" 293899 32.5 115.0 86.8 98
Paving subgrade
6 Dividend westbound lane, Station 30+00 6" 293899 30.6 115.3 88.3 100
Paving subgrade
7 Dividend westbound lane, Station 33+00 6" 293899 32.1 114.4 86.6 98
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.
(TMlKW) Page 1 of 4
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 In-Place Density Testing
Client: Duke Construction, LP Report No.: 294334
14241 Dallas Pkwy, Ste 1000 Project No.: 0612510
Dallas, TX 75254-2936 Date of Service: 08/0212007
Report Date: 08/16/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% maxI
Paving subgrade
8 Dividend westbound lane, Station 36+00 6" 293899 32.9 114.8 86.4 98
Paving subgrade
9 Dividend westbound lane, Station 39+00 6" 293899 32.6 114.6 86.4 98
Paving subgrade
10 Dividend westbound lane, 42+00 6" 293899 31.5 115.2 87.6 99
Paving subgrade
11 Dividend westbound lane, 45+00 6" 293899 33.3 113.7 85.3 97
Paving subgrade
12 Dividend westbound lane, 48+00 6" 293899 31.9 113.8 86.3 98
Paving subgrade
13 Point West, Station 1 +00 6" 293899 32.9 114.7 86.3 98
Paving subgrade
14 Point West, Station 4+00 6" 293899 33.4 115.7 86.7 98
Paving subgrade
15 Point West, Station 7+00 6" 293899 32.4 114.9 86.8 98
Paving subgrade
16 Point West, Station 10+00 6" 293899 32.6 114.4 86.3 98
Paving subgrade
17 Point West, Station 13+00 6" 293899 33.4 114.7 86.0 97
Paving subgrade
18 Southbound tum lane, 60' from north end 6" 293899 33.3 114.5 85.9 97
Paving subgrade
19 Southbound tum lane, 60' from north end 6" 293899 31.9 114.2 86.6 98
Paving subgrade
20 Northbound turn lane, 60' from north end 6" 293899 32.3 115.0 86.9 98
Paving subgrade
21 Northbound tum lane, 60' from south end 6" 293899 31.5 114.9 87.4 99
Utility back fill
22 Gas and electric, Station 13+05, 2' below grade 6" 272998 22.6 116.6 95.1 99
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.
(TMfKW) Page 2 of 4
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 In-Place Density Testing
Report No.: 294334
Project No.: 0612510
Date of Service: 08/0212007
Report Date: 08/16/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
Utility back fill
23 Gas and electric, Station 13+05, final 6" 272998 24.1 116.4 93.8 97
Utility back fill
24 Gas and electric, Station 10+50,2' below grade 6" 272998 23.7 116.3 94.0 97
Utility back fill
25 Gas and electric, Station 10+50, final 6" 272998 22.9 116.4 94.7 98
Utility back fill
26 Gas and electric, Station 7+50, 2' below grade 6" 272998 23.0 117.5 95.5 99
Utility back fill
27 Gas and electric, Station 7+50, final 6" 272998 23.1 117.1 95.1 99
Utility back fill
28 Gas and electric, Station 4+50, 2' below grade 6" 272998 23.7 116.8 94.4 98
Utility back fill
29 Gas and electric, Station 4+50, final 6" 272998 23.7 116.3 94.0 97
Utility back fill
30 Gas and electric, Station 1 +50,2' below grade 6" 272998 23.9 116.6 94.1 98
Utility back fill
31 Gas and electric, Station 1 +50, final 6" 272998 24.9 116.8 93.5 97
Utility back fill
32 Electric crossing, Station 2+75, 2' below grade 6" 272998 24.2 116.4 93.7 97
Utility back fill
33 Electric crossing, Station 2+75, final 6" 272998 24.8 115.3 92.4 96
Utility back fill
34 Irrigation sleeves, Station 17+50, 2' below 6" 272998 25.5 115.8 92.3 96
grade
Utility back fill
35 Irrigation sleeves, Station 17+50, final 6" 272998 22.8 115.7 94.2 98
Utility back fill
36 Irrigation sleeves, Station 14+00, 2' below 6" 272998 24.7 115.2 92.4 96
grade
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.
(TMlKW) Page 3 of 4
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 In-Place Density Testing
Report No.: 294334
Project No.: 0612510
Date of Service: 08/02/2007
Report Date: 08/16/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pct) (%max)
Utility back fill
37 Irrigation sleeves, Station 14+00, final 6" 272998 24.1 114.8 92.5 96
Utility back fill
38 Irrigation sleeves, Station 11 +00, 2' below 6" 272998 24.8 115.2 92.3 96
grade
Utility back fill
39 Irrigation sleeves, Station 11+00, final 6" 272998 26.0 115.2 91.4 95
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: 07:15am Finished: 03:15pm Rone Engineering
Vad~
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/KW) Page 4 of 4
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 Concrete Compressive Strength Tes1
Report No.: 292493
Project No.: 0612510
Date of Service: 07/17/2007
Report Date: 08/16/2007
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
Mix Design I.D.: 1701
Placement Date: 07/17/2007
Weather Conditions: Hot, clear
Time Sampled: 03:40pm
Temperature - Air: 1020F
Truck No: 1111
Air Content: NA
Overall Placement Location:
Y Inlet, Station 0+38.04
Batch time: 02:43pm
Concrete: 980F
Ticket No: 3233497
Unit Weight (pet): NA
Measured
Slump
(inches)
4.5
Contractor:
Concrete Supplier: LMC
Plant: 3
Specification Requirements
Strength: 4,000 psi @ 28 days
Slump (in.): 3" - 5"
Air (%): NA
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
Sample Location:
Station 0+38.04
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 07/24/2007 7 6.00 28.27 96,350 3,410 Unbonded Cap
1 2 08/14/2007 28 6.00 28.27 122,590 4,340 Unbonded Cap
1 3 08/14/2007 28 6.00 28.27 130,580 4,620 Unbonded Cap
Average 4,480
1 4 09/11/2007 56
Technician: Cedric Derrett
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: 01 :45pm Finished: 04:45pm 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.
(LB/KW) Page 1 of 1