ST0102-LR030604RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, tlouston, TX 77040
Corporate Phone: (214) 630-9745
REPORT OF PULVERIZATION/GRADATION TESTING
Client:
CiD, of Coppell
Ama: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 177343
Project No.: 027176
Date of Service: 05/27/2003
Report Date: 06/04/2003
Services: Pulverization/Gradation Testing
Report of Testing
On this date, a Rone Engineers, Ltd. representative{s) was on site to perform
Pulverization/Gradation Testing. The results are attached.
Technician Time: 12:15 p.m. - 1:45 p.m.
Page i of 2
Technician: Chris Webber
Report Distribution:
(1) City, of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
gineers, Ltd.
L~IlTATIONS: T0e test resu ts presented herein v, ere pre:*ared based upon the specific samples proxided for testing We assume no res?onsibiliW, for variation n qualit~
(composition, appearance, perfomlance, etc) or an,,' other tkature of similar subJeCt matter provided by persons or conditions over wbich we ]lave no conIrol Oar letters and
reports are lbr the exclusive use of the clients to v~,hcm they are addressed and shall not be reproduce'd except m full without the written approval of Roue Engineers, Ltd
99DD Paee 1 of 1
Ro gineers
8908 Ambassador Row
Da!~as, Texas 75247
2146669745 FAX 214630,9819
REPORT OF
LIME PULVERIZATION
Client: City of Coppell
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No,: 177343
Project No.: 027176
Date of Service 5/27/2003
Page 2 of 2
Specifications:
100% passing 1 1/2" sieve
60% passing 1¢4 sieve
A B C D E
Location Weight Percent Weight Percent
Sample Retained Passing Retained Passing
Weight 1 1/2" Sieve 1 1/2" Sieve ¢/4 Sieve ¢¢,:4 Sieve
1 Ruby Road, Station 18+50 10.0 0 100% 3.1 69.0%
2 Ruby Road, Station 21+50 10,0 0 100% 2..7 73.0%
3 Ruby Road, Station 24+50 10.0 0 100% 3.5 65.0%
4
5
6
7
8
9
10
Additional Comments:
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsfbility for variation in quality
(composition, appearance, performance, otc) or any other feature of similar subject matter provided by persons ar conditions over which we have no contro~ Our Jotters
and reports are for the exclusive use of the cJients to whom they are addressed and shall not be reproduced except in full w~thout the written approval of Rone Engineers,
Ltd