ST9301-LR051214 r CV_C, 'L tO 7� 2, �oP �lier ;. - :, -, , - . ti b 2 -Si 1 � - 89 „ . ,,L L
Mann _ dor 1 alias, TX 75247
.11.11, 2696 Gravel drive, Fort Worth, TX 76118
7701 %V Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN- PLACE DENSITY TESTING
Client: City of Coppell
Ms. Suzan Taylor Report No.: 243099
PO Box 9478 Project No.: 059909
Coppell 94 75Q19 Date of Service: 10/1112005
Report ,Date: 12/14/2005
Project: East Sandy Lake Road
ST 93-01 C\
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PR �7ECT AiTA
CONTRACTOR: Tiseo Pavin Com
lest Methods: ASTM D - 2922 Gauge: Troxler 3430 Standard Counts
Gauge Serial No: 34438 Moisture Density
ASTM D-3017 Current: 566
Test Mode: DT Current: 2579
Previous: 519 Previous: 2569
MOISTURE DENSITY RELATIONS
lie
l/D No. Description Maximum Project Requirements
Moisture % Density pct Moisture Density
.1 Reddish Brown Sandy Silty Clay
12.5 116.5 Optimum ±5 95 min
2 Lime Treated Light Reddish Brown Sandy Clay 14.5 112.5 Optimum 4-5 95 min
____ _ 1 1 . 1. .
TEST
NO PROBE MiT MOISTURE WET DENSITY DRY DENSITY DENSITY
TEST LOCATION DEPTH No. ( %) (pc
(Pc4 (% max)
Paving subgrade
1 Station 30 +30 6'' 1 16.9 13L3 112.3 96
Paving subgrade
2 Station 30 +30 6” 1 16.2 131.4 113.1 97
Paving subgrade
3 Station 304-30
T
2 16.2
est results on this report meet project specification. 13 1.4 113.1 101
1'echtrician: Randy Nudge ' Ar
S tarted: Finished y " ' a" "nee r � ir
Report Distribution: �/�
' 1) City of Coppell 1' Iv, (1.) Gity of Coppell ----- i) iseo Paving K. cat Wa'4on, AE
CMT Operations Manager
LEVIITATIONS; 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 who they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd,
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