ST9301-LR051228 n gin n e e r i n g 8908 Ambassador Row, Dallas, TX 75247
i, ! 1 2696 Gravel Drive, Fort Worth, TX 76118
,, 7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 247536
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 12/19/2005
Report Date: 12/28/2005
Project: East Sandy Lake Road Q2)
ST 93 -01 W�� 2� J `
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: 36438 Current: 645 Current: 2705
Test Mode: DT Previous: 725 Previous: 2696
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 Optimum +4 98 min
E -1 1 _11.
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Wall backfill
1 Sandy Lake Road, elevation 435, 41' left, 6" 1 14.4 110.2 96.3 98
Station 42 +61
Wall backfill
2 Sandy Lake Road, elevation 435, 40' left, 6" 1 15.0 110.9 96.4 98
Station 43 +00
Wall backfill
3 Sandy Lake Road, elevation 435, 45' left, 6" 1 11.5 108.7 97.5 99
Station 43 +70
Wall backfill
4 Sandy Lake Road, elevation 435.5, 44' left, 6" 1 11.9 107.5 96.1 98
Station 42 +65
Wall backfill
5 Sandy Lake Road, elevation 435.5, 40' left, 6" 1 14.1 111.0 97.3 99
Station 43 +10
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 2
Report No.: 247536
Project No.: 059909 Client: City of Coppeil
TEST PROBE b'UD MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (Pei) (% max)
Wall backfiIl
6 Sandy Lake Road, elevation 435.5, 43' left, 6" 1 13.4 109.9 96.9 99
Station 43 +80
Test results on this report meet project specification.
i .,
Technician: Julio Perez Started: $:30am F inished: 4 :30pm 4. 4 ! t.
Report Distribution: r , i f f ,'
(1) City of Coppell 4
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving CMT Operations 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.
07T1'41 Page 2 of 2
H. Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF CANCELLATION OF IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 247625
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 12/20/2005
Coppell TX 75019 Report Date: 12/28/2005 (Q�
Project: East Sandy Lake Road G��D
ST 93 -01 Vim"') Z�
Services: Cancellation of In -Place Density Testing
Report of Cancellation
On this date a Rone Engineering Services, Ltd. representative arrived on site as
scheduled. Upon arrival, our representative was informed that testing /inspection
was cancelled for the day.
Technician Time: 8:15am - 10:30am
Rone Engineering
Technician: Julio Perez
Report Distribution: �„,
(1) City of Coppell /
(1) City of Coppell . K. Scott Watson, ET
(1) Tiseo Paving CMT Operations 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.
99TM Pate 1 of 1