ST0102-LR03020604 14 03 )ION 13:16 FAX 21463(19819
ngineers
Client:
City of Coppell
At'm: Ms. St=an Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01 02)
CoppelI, TX
LEIGH ENGINEERING
002
8908 Ambagsador Row
Dallas. Texas 75247-4S10
(214) 630 9745
(214) 630~9819 (fax)
IN-PLACE DENSITY TESTING
Report No.: 169417
Project No.: 027176
Date of Service: 01/27/2003
Report Date: 02/06/2003
Services: Perform In.place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Teat M[ethods: ASTiM D-2922
ASTM D-3017
MTD No.
Gauge: Troxler 3430 Moisture
Gauge Serial No: 33438 Current: 587
Test Mode: DT
previous: 591
MOISTURE DENSITY RELATIONS
Description
Dark Brown Clay
Standard Counts
Density
Current: 2768
Previous: 2773
Maximum Project Requirelneu~
Mo~ature % Density pcf Moisture Denslt3'
21.5 98.5 Optimum +4 95 rain
FIELD DENSITY TESTS
TEST
;NO TEST LOCATION
Paving Subgrade
Ruby Road, north side, Station 11+>0, 4'
below grade
Paving Subgrade
2 Ruby Road, Station 11+50 at centerline, 4'
below grade
Paving Subgrade
3 Ruby Road, south side, Slation 11+25, 4'
below ~m:ade
Paxqng Subgrade
4 Ruby Road, north side, Station 10+50, 1'
below grade
PROBE MID MOISTURE WET DENSITY DRY DENSITy DENSITY
DEPTH No. (%) (pro (pro (% max)
6" 1 23,8 I21,9 98.5 100
6" 1 24.0 122.5 98.8 100
6" 1 23.3 123.7 100.3 102
6" 1 23.0 122.9 99.9 10!
Test results on this report meet project specification.
Technician: Byron Osgood
Report Distribution:
(!) Cig, of CoppeLl
(1) Tisco Paving Company
(i) Pach~o Koch
( I ) w3 ght Caustrtlction Company
Started: 2:30p
Finished: 4'00 p /~Rone_Engineers,
Ltd.
LIMITATIONS: The test results presented bm=in were prepared based upon the specific sample~ pro,tided for testing. We asstm~e no rcsponsibihty for variation in quah~
(com?o~ifion. appem-ancc, performance, ere,) or tony other fe~n~e of similar sub/~t matter provided by persons or conditions over which w= h~v~ no consol Our Ictlnrs aha