ST9301-LR060710 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 260256
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 06/30/2006
Coppell TX 75019
Report Date: 07/10/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D - 2922
ASTM D -3017 Gauge Serial No: 32719 Current: 640 Current: 2710
Test Mode: DT Previous: 631 Previous: 2754
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Lime Treated Reddish & Medium Brown Sandy 16.0 108.0 Optimum +5 95 min
Clay w/ Limestone
2 Lime Treated Light Reddish Brown Sandy Clay 14.5 112.5 Optimum +5 95 min
3 Lime Treated Reddish Brown Sandy Clay 20.5 101.5 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Pavement subgrade
1 Sandy Lake Road, eastbound lane, Station 6" 1 19.8 128.9 107.6 100
48 +00, grade
Pavement subgrade
2 Sandy Lake Road, eastbound lane, Station 6" 2 17.7 130.7 111.0 99
51 +00, grade
Pavement subgrade
3 Sandy Lake Road, eastbound lane, Station 6" 1 17.6 121.5 103.3 96
54 +00, grade
Pavement subgrade
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, 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 Engineering Services, Ltd.
PAQP 1 of 2
Report No.: 260256 ® MINIM
Project No.: 0611391 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
4 Sandy Lake Road, eastbound lane, Station 6" 3 21.7 121.2 99.6 98
57 +00, grade
Pavement subgrade
5 Riverchase Drive, northbound, Station 6" 1 18.7 126.8 106.8 99
1 +50, grade
Test results on this report meet project specification.
See Report #260255 for technician time.
Technician: Bobby Robinson Started: Finished:
j
OII• i g1II
Report Distribution:
■ (1) City of Coppell '
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company ( 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, 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 Engineering Services, Ltd.
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