ST9301-LR050526 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 233945
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 / U Date of Service: 05/17/2005
Coppell TX 75019 2W 341
Report Date: 05/26/2005
Project: East Sandy Lake Road
ST 93 -01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: ASTM D -2922 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 33438 Current: 584 Current: 2717
Test Mode: DT Previous: 538 Previous: 2757
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Brown Sandy Clay w/ limestone fragments & 10.5 122.0 Optimum +5 95 min
Organics
2 Light Brown Sandy Clay w/ Limestone Fragments 11.0 122.5 Optimum +5 95 min
3 Tan crushed limestone w/ Sandy Clay 14.5 115.5 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)
Paving
1 East Sandy Lake Road, westbound, 35' 6" 1 15.5 134.2 116.2 95
north of centerline, Station 64 +75, 1st lift
Paving
2 East Sandy Lake Road, westbound, 40' 6" 2 11.2 129.9 116.8 95
north of centerline, Station 62 +50, 1st lift
Paving
3 East Sandy Lake Road, westbound, 37' 6" 2 14.8 134.6 117.2 96
north of centerline, Station 60 +50, 1st lift
Paving
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.
D 7TM Page 1 of 2
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Report No.: 233945 MEOWS williiiildEl
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
4 East Sandy Lake Road, westbound, 37' 6" 3 14.6 126.5 110.4 96
north of centerline, Station 58 +00, 1st lift
Paving
5 East Sandy Lake Road, westbound, 37' 6" 3 16.3 129.6 111.4 96
north of centerline, Station 55 +00, 1st lift
Paving
6 East Sandy Lake Road, westbound, 42' 6" 3 17.7 133.0 113.0 98
north of centerline, Station 52 +00, 1st lift
Paving
7 East Sandy Lake Road, westbound, 40' 6" 2 11.5 132.9 119.2 97
north of centerline, Station 49 +00, 1st lift
Test results on this report meet project specification.
4,
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- •
Technician: Ken Brimingham Started: 6:45am Finished: 10:15a
Report Distribution: �j
(1) City of Coppell m'
(1) City of Coppell clay Stark
(1) Tiseo Paving Project Manager
LINIITATIONS: 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.
07TM Page 2 of 2
e n n Engineering 8908 Ambassador Row, Dallas, TX 75247
Rone 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell, i 0 Report No.: 234427
Ms. Suzan Taylor j G��� Project No.: 059909
Box
Co TX 7 Cam' �J� 39 Coppell TX 75019 Date of Service: 05/24/2005
Report Date: 05/26/2005
Project: East Sandy Lake Road
ST 93 -01
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company DATE SAMPLED: 05/24/2005
TEST FOR: Fill MATERIAL PREPARATION: Moist
MATERIAL: Medium Brown Clayey Sand RAMMERTYPE: Mechanical
SAMPLED BY: Joe Jernigan
CLASSIFICATION: Fill SAMPLE LOCATION: Imported
TEST METHOD: ASTM D -698 ASTM D -4318
Method A
REPORT OF TEST
MAXIMUM DRY DENSITY, per: 123.5 MOISTURE DENSITY RELATIONS
125 Zero air voids curve
OPTIMUM MOISTURE CONTENT, %: 10.5
Specific Gravity 2.65
REQUIREMENTS
123 i_ _
LIQUID LIMIT: 29 Dry
PLASTIC LIMIT: 14 Density
(Pet) 1
PLASTICITY INDEX: 15 121
f
% PASSING #200: 31.9 Maximum 35.0 119 , ' � ,
1.
Test results on this report meet project 117
specifications as noted above.
6 8 10 12 14 16 18
MOISTURE CONTENT ( %)
o RI e r4 '
Technician:
Joe Jerni frr ,r
Report Distribution:
(1) City of Coppell
(1) City of Coppell Clay Stark
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 Rorie Engineering Services, Ltd.
06 Page 1 of 1