Duke Lesley 1A-LR070927
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 Pulverization/Gradation Testing
Report No.: 299549
Project No.: 0713408
Date of Service: 09/21/2007
Report Date: 09/27/2007
Project: Point West VI
Coppell, Texas
Services: Asphalt Extraction/Gradation Testing
Report of Tests
Specifications:
passing
passing
1/2" sieve
#4 sieve
1 00%
60%
A B C D E
W e ig h t Percent W e ig h t Percent
Sam pie Retained Passing Retained Passing
Location W e ig h t 1 1/2" Sieve 1 1/2" Sieve #4 S ie v e #4 Sieve
1 Grid Ii n e s A .5/2 1 1 .3 0 100% 4.2 62.8 %
2 Grid Ii n e s C .5/2 1 1 .0 0 100% 4.1 62.7%
3 Grid Ii n e s E.5/2 1 1 .5 0 100% 4.2 63.4 %
4 Grid Ii n e s G .5/2 1 0 .9 0 100% 4.1 62.3 %
5 Grid Ii n e s J.5/2 1 1 .4 0 100% 4.3 62.2 %
6 Grid Ii n e s A .5/4 1 1 .0 0 100% 4.1 62.7 %
7 Grid lin e s C .5/4 1 1 .0 0 100% 4.2 61 .8 %
8 Grid lin e s E.5/4 1 0 .8 0 100% 4.0 62.9 %
9 Grid Ii n e s G .5/4 1 1 .1 0 100% 4.3 61 .2 %
1 0 Grid lin e s J.514 1 0 .9 0 100% 4.1 62.3 %
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Pacheco Koch Consulting Engineers Attn: Mr. Jack Evans
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 02:30pm Finished: 04:00pm
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 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 Pulverization/Gradation Testing
Report No.: 299789
Project No.: 0713408
Date of Service: 09/24/2007
Report Date: 09/27/2007
Project: Point West VI
Coppell, Texas
Services: Pulverization/Gradation Testing
Report of Tests
Specifications:
passing
passing
112" sieve
#4 sieve
1 00%
60%
A B C 0 E
We ig h t Percent W e ig h t Percent
Sam pie Retained Passing Retained Passing
Location W e ig h t 1 112" Sieve 1 112" Sieve #4 S ie v e #4 Sieve
1 Grid lin e s A .516 1 0.5 0 100 % 4.1 60.9 %
2 Grid lines C .516 1 0 .9 0 1 00% 4.1 62.3 %
3 Grid lin e s E.516 1 0 .3 0 100% 4.0 61 .1 %
4 Grid lin e s G .516 1 1 .0 0 100% 4.3 60.9 %
5 Grid lin e s J .516 1 0 .6 0 100% 4.2 60.3 %
Technician: Joe Jernigan Rone Engineering
Report D;strtbutlo"' 500 Report 299736 10, tech"",," "~ ~__ _ _-~_ ___ _ _ _ ._
Orig: Duke Construction, LP (Dallas, TX) -~ ---==
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Pacheco Koch Consulting Engineers Attn: Mr. Jack Evans K. Scott Watson, AET
1-cc City of Coppell Attn: Mr. Larry Davis Project Manager
1-cc City of Coppell Attn: Mr. Lee Stone
~
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 In-Place Density Testing
Report No.: 299736
Project No.: 0713408
Date of Service: 09/24/2007
Report Date: 09/27/2007
Project: Point West VI
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 735 Current: 2507
Previous: 742 Previous: 2510
MOISTURE DENSITY RELATIONS
MID No.
299552
Description
Lime Treated Brown & Tan / Sandy Clay
Moisture
%
Maximum
Density
(pet)
85.7
Project Requirements
Moisture Density
Optimum +4 95 min
30.3
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
Subgrade
Grid line A.5/2 6" 299552 26.1 * 115.5 91.6 107
Subgrade
2 Grid line C.512 6" 299552 27.8* 112.7 88.2 103
Subgrade
3 Grid line E.5/2 6" 299552 32.2 111.7 84.5 99
Subgrade
4 Grid line G.5/2 6" 299552 33.7 111.8 83.6 98
Subgrade
5 Grid line J.5/2 6" 299552 31.1 111.3 84.9 99
~ubgrade
6 Grid line A.5/4 6" 299552 32.6 111.1 83.8 98
Subgrade
7 Grid line C.5/4 6" 299552 30.7 111.0 84.9 99
Subgrade
8 Grid line E.5/4 6" 299552 33.0 111.3 83.7 98
Subgrade
9 Grid line G.5/4 6" 299552 33.9 111.3 83.1 97
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/LB) 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 In-Place Density Testing
Report No.: 299736
Project No.: 0713408
Date of Service: 09/24/2007
Report Date: 09/27/2007
Project: Point West VI
Coppell, Texas
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)
-
Subgrade
10 Grid line J.5/4 6" 299552 33.9 111.1 83.0 97
Subgrade
11 Grid line A.5/6 6" 299552 31.3 111.6 85.0 99
Subgrade
12 Grid line C.5/6 6" 299552 32.9 111.4 83.8 98
Subgrade
13 Grid line E.5/6 6" 299552 31.5 111.1 84.5 99
Subgrade
14 Grid line G.5/6 6" 299552 33.0 110.1 82.8 97
Subgrade
15 Grid line J.5/6 6" 299552 33.2 111.9 84.0 98
Subgrade
16 Retest test #1 6" 299552 32.5 112.2 84.7 99
Subgrade
17 Retest test #2 6" 299552 31.8 112.4 85.3 100
An asterisk (*) appears next to results which do NOT meet the project specifications.
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Pacheco Koch Consulting Engineers Attn: Mr. Jack Evans
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 11 :30am Finished: 02:00pm
Rone Engineering
V~~
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.
(CH/LB) Page 2 of 2