ST0102-LR021224RoneEngineers
8908 Arubassador 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.: 166893
Project No.: 027176
DateofServiee: 12/20/2002
Report Date: 12/24/2002
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/DNo. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 647
Test Mode: DT Previous: 644
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2982
Previous: 3035
Project Requirements
Moisture Density
Medium brown sandy clay w/gravel
15.5 112.0 Optimum +5 95 rain
FIEI,D DENSITY TESTS
TEST
NO TEST LOCATION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pc0 (pc0 (% max)
Utility Backfill
Sanitary sewer line I, Ruby Road, station
3+50, 7' below grade
Utility Backfill
2 Sanitary sewer line I, Ruby Road, station
3+50, 3' below grade
Utility Backfill
3 Sanitary sewer line I, Ruby Road, east of
manhole, station 4+00, 6' below grade
Utility Backfill
4 Sanitary sewer line I, Ruby Road, west of
manhole, station 4+00, 4' below grade
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
6" 1 19.3 134.3 112.6 101
6" I 18.6 131.0 110.5 99
6" 1 17.8 126.5 107.4 96
6" I 17.8 127.0 107.8 96
Test results on this report meet project specification. ~ ]~
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 matter provided by persons or conditions over which we have no control. Our letters and
reports are for the excfasive use of thc clients to whom they are addressed and shall not be reproduced except in fall without the written approval o£Rone Engineers, Inc.
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Ro gineers
8908 Ambassador Row
Dallas, Texas 752474510
(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.: 166876
Project No.: 027176
Date of Service: 12/20/2002
Report Date: 12/24/2002
Services: Perform In-PEace Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32685
Test Mode: DT
Moisture
Current: 647
Previous: 644
Standard Counts
Density
Current: 2982
Previous: 3035
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density per
Medium brown sandy clay w/gravel
Project Requirements
Moisture Density
15.5 112.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (pc0 (% max)
Utility Backfill
Sanitary sewer line l, Ruby Road, station
1 +00, 6' below grade
Utility Backfill
2 Sanitary sewer line I, Ruby Road, station
1 +00, 3' below grade
Utility Backfill
3 Sanitary sewer line I, Ruby Road, station
2+15, 3' below grade
Utility Backfill
4 Sanitary sewer line I, Ruby Road, station
2+60, 6' below grade
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
6" 1 16.7 124.8 106.9 95
6" 1 19.7 128.2 107.1 96
6" 1 15.9 125.2 108.0 96
6" 1 17.3 125.3 106.8 95
Started: 9:30AM Finished: ll:30A ~_ ~
~,~ Project Manage/~' ~lohn Moodyr
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 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 and shall not be reproduced except in full without the written approval of Rone Engineers, inc.
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