ST9703-LR050719 <one
Client:
Project:
ng neenng
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF PULVERIZATION/GRADATION TESTING
City of CoppelI
Ms. Suzan Taylor
PO Box 9478
Coppell TX 75019
Report No.: 237714
Project No.: 0510377
Date of Service: 07/13/2005
Report Date: 07/19/2005
MacArthur Boulevard Widening
ST 97-03
Services: Pulverization/Gradation Testing
Report of Testing
On this date, a Rone Engineering Services, Ltd. representative(s) arrived on site
as scheduled to perform Pulverization/Gradation Testing. The results are
attached.
Technician Time: ll:00am - 2:00pm
Page 1 of 2
Technician: Bobby Robinson
Report Distribution:
(1) City of Coppall
(1) City of Coppell
Clay Stark
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 contsol. Our le~ers and reports are
for the exclusive use of the clients to whom they are addressed and shag not be reproduced except in f~lI without the wrillen approval of Rone Engineering Services, Ltd.
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REPORT OF
LIME PULVERIZATION
Client: City of Coppell Report No.: 237714
Project No.: 0510377
Date of Service 7/13/2005
Project: MacArthur Boulevard Widening Page 2 of 2
ST 97-03
Specifications:
100% passing 1 3/4" sieve
60% passing ~4" sieve
A B C D E
Sample Weight Percent Weight Percent
Weight Retained Passing Retained Passing
1 3/4" Sieve 1 3/4" Sieve ff~- Sieve ¢f.4 Sieve
Location
Southbound Mac. Arthur Boulevard, left lane, Station
1 31+00 15.0 0 100 3.6 78.0
Southbound MacArthur Boulevard, left lane, Station
2 28+00 12.4 0 100 3.2 74.2
Southbound Mac. Arthur Boulevard, left lane, Station
3 25+00 14.8 0 100 4.6 68.9
Southbound MacArthur Boulevard, left lane, Station
4 22+00 12.6 0 100 4.0 98.2
Southbound MacArthur Boulevard, left lane, Station
5 19+00 12.4 0 100 3.6 70.9
Southbound MacArthur Boulevard, left lane, Station
6 16+00 16.0 0 100 5.0 68.7
Southbound MacArthur Boulevard, left lane, Station
7 13+00 15.4 0 100 4.6 70.1
8
9
10
11
12
13
Additional Comments:
LIMITATIONS: The test results presented herein were prepared based upon the spec,ftc samples provided for testing. We assume no
respensibir~ty for variation in quality (composition, appearance, pedormance, elc.) or any other feature of similar subjeC~ 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.