ST0102-LR030321Rone
ers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF PULVERIZATION/GRADATION TESTING
Client:
CiD' of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppcll, TX
Report No.: 173082
Project No.: 027176
Date of Service: 03/20/2003
Report Date: 03/21/2003
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.
Technic,an Time:
Page 1 of 2
Technician: Joe Jemigan
Report Distribution:
( 1 ) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
( 1 ) Wnght Construction Company
10:30 a.m. - 12:30 p.m.
Rone Engineers, Ltd.
John Moody
Project Manager
[ IMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibiliD' for variation in quality
(compos/t/on, appearance, perlbmaance, e~c.) or any other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and
reports arc lbr the exclusive use of the clients to whom the3 are addressed and shall not be reproduced except in full x~ithout the written approval of Rone Engineers, Ltd
99DD Pa~e I of 1
Ro gJneers
REPORT OF
GRADATIONS OF LIME TREATED SOILS
Client: City of Coppell Report No.: 173082
Project No.: 027176
Date of Service 3/20/2003
Project: Ruby Road (ST 0%02) Page 2 of 2
Coppell, TX
Specifications:
100% passing 1 3/4" sieve
60% passing ~ sieve
A B C D E
Location Weight Percent Weight Percent
Sample Retained Passing Retained Passing
Weight 1 3/4" Sieve 1 3/4" Sieve ff~ Sieve ¢h~ Sieve
1 Ruby Road, Station 9+50, left of centedine 10.4 0 100% 5.2 52.0%*
2 Ruby Road, Station 11+50, centerline 10.4 0 100% 3.4 66.0%
3 Ruby Road, Station 15+50, right of centedine 10.0 0 100% 3.6 64.0%
4
5
6
7
8
9
10
Additional Comments:
*Does not comply.
ClientCContractor Copied with results:
A: Total Sample Weight
B = Weight Retained 1 3/4"
C = Percent Passing
D = Weight Retained 3/4"
E = Percent Passing
Formula for Percent Passing 1 3/4" C=(A - B) / (A x 100)
Formula for Percent Passing 3/4" E=(A - D) / (A x 100)
Example:
(9.4 lb - 2.81b = 6.6lb) (6.6 lb / 9.41b = 0.702 x 100 = 70.21b)
A B C
UM~TATrONS: The test results presented herein were prepared based upon the specific samples prOvided for testing We assume no respon$iblri[y for varia on in qua y (composition,
appearance performance, etc ) or any other (ealure of similar subject matter provided by persons or COnditions over which we have no control Our letters and reports are for
exclusive use of the clients to whom they are addressed and sha~l not be reproduced excepl in fulJ without the written a~prova O ROrle Engineers, Lid