ST0102-LR030211Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 169812
Project No.: 027176
Date of Service: 01/31/2003
Report Date: 02/11/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 31530 Current: 677
Test Mode: DT Previous: 665
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2640
Previous: 2582
Project Requirements
Moisture Density
1 Dark Brown Clay w/Traces of Gravel 21.5
102.0 Optimum +4
95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No, (%) (pci) (pcf) (% max)
Utility Backfill
1 54" storm sewer line ~ Station 12+00, 2' 6" I 19.1' 120.8 101.4 99
below grade
Utility Backfill + ' 6"
2 54" storm sewer line ~ Station 11 50, 2 1 24.3 121.1 97.4 95
below grade
Utility Backfill
3 8" waterline ~ Station 13+30, north side of 6" 1 20.1' 121.7 101.3 99
Ruby Road, 4' below grade
Utility Backfill
4 8" wWaterline ~ Station 13+30, south side 6" 1 19.6' 104.5 87.4 86'
of Ruby Road, 4' below grade
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Chris Webber
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: 2:30PM
Finished: 4:00PM/~~Engineers' Ltd.
///? ~ Jolm Moody
// // 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, performance, etc.) or any other feature of similar subject maner 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 Engineers, Ltd.
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