ST9301-LR050617 E `
b 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.: 235669
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 06/10/2005
Coppell TX 75019 Report Date: 06/17/2005 t Project: East Sandy Lake Road 4'
ST 93 - l . \9:0643 I \
Services: Perform In -Place Density Test in accordance with ASTM Standards. \ *, C4 J Lt U`
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D - 2922
ASTM D -3017 Gauge Serial No: 35518 Current: 742 Current: 2742
Test Mode: DT Previous: 737 Previous: 2737
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
2 Light Brown Sandy Clay w/ Limestone Fragments 11.0 122.5 Optimum +5 95 min
FIE_I,D DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Fill
1 Westbound lane, Station 56 +00, Elevation 6" 1 15.0 132.3 115.0 99
446.92, centerline left
Fill
2 Westbound lane, Station 53 +00, Elevation 6" 1 14.8 128.1 111.6 96
446.33, centerline
Fill
3 Westbound lane, Station 50 +00, Elevation 6" 1 14.1 132.2 115.9 99
446.75, centerline right
Test results on this report meet project specification.
Technician: Joe Jernigan Started: 2:15pm Finished: 3:45pm
RoneE - ' •• mg
Report Distribution: 4111,41K
(1) City of Coppell
(1) City of Coppell C 't•
(1) Tiseo Paving Proj 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.
07TM Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
2 696 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.: 235610
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/10/2005
Report Date: 06/17/2005
Project: East Sandy Lake Road
ST 93 -01 NO
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: 35518 Current: 742 Current: 2742
Test Mode: DT Previous: 736 Previous: 2737
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
2 Light Brown Sandy Clay w/ Limestone Fragments 11.0 122.5 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Fill
1 Westbound lane, Station 62 +00, Elevation 6" 1 14.9 129.1 112.4 96
448.80, centerline
Fill
2 Westbound lane, Station 59 +00, Elevation 6" 1 16.2 128.9 110.9 95
447.93, centerline right
Test results on this report meet project specification.
,�
Rone n:'g
Technician: Joe Jernigan Started: 9:45am Finished: 12:OOp i
Report Distribution:
(1) City of Coppell
(1) City of Coppell Clay Stark
(1) Tiseo Paving 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.
07TM Page 1 of 1