ST9301-LR050721 one Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothwav, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF CANCELLATION OF IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 237989
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 07/19/2005
Report Date: 07/21/2005
Project: East Sandy Lake Road } `,,�
ST 93-01 `�'�t� 1 �C
Services: Cancellation of In -Place Density Testing
Report of Cancellation
On this date a Rone Engineers, Ltd. representative arrived on site as scheduled.
Upon arrival, our representative was informed that testing /inspection was
cancelled for the day.
Technician Time: 12:OOpm - 2:30pm
Page 1 of 1
Rone Engineering
Technician: Julio Perez
Report Distribution:
(1) City of Coppell �"'z
(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.
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8908 Ambassador Row, Dallas, TX 75247
4 Engineering 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
1- .V.--;.- _ , , Corporate Phone: (214) 630 - 9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 237942
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 07/18/2005
Report Date: 07/21/2005
Project: East Sandy Lake Road
ST 93 -01 .Z
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods:
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35519 Current: 674 Current: 2580
Test Mode: DT Previous: 673 Previous: 2596
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Backfill
1 Wire wall, Station 32 +00, 2nd lift 6" 1 14.1 129.6 113.6 98
Backfill
2 Wire wall, Station 29 +75, 2nd lift 6" 1 15.5 129.0 111.7 96
Subgrade
3 East Sandy Lake Road, elevation 448.0, 6" 1 13.6 129.9 114.3 98
Station 41 +00, 4th lift
Subgrade
4 East Sandy Lake Road, elevation 447.5, 6" 1 13.8 129.6 113.9 98
Station 38+00, 4th lift
Subgrade
5 East Sandy Lake Road, elevation 447.5, 6" 1 15.0 129.8 112.9 97
Station 33 +00, 4th lift
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
)7TM Page 1 of 2
aeport No.: 237942 ig
iiroject No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
6 East Sandy Lake Road, elevation 447.0, 6" 1 14.6 130.3 113.7 98
Station 32 +00, 4th lift
Subgrade
7 East Sandy Lake Road, elevation 449.0, 6" 1 15.3 129.2 112.1 96
Station 29 +00, 4th lift
Test results on this report meet project specification.
. , 44
Technician: Julio Perez Started: 12:30p Finished: 4:15pm
Rone r n _
Report Distribution:
(1) City of Coppell
(1) City of Coppell (Fry 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.
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