ST9301-LR060615 n n i n 1 r! n 8908 Ambassador Row, Dallas, TX 75247
i 1 I 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 257895
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 06/02/2006
Report Date: 06/15/2006
Project: East Sandy Lake Road
ST 93 -01 Completion IM (0c34
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: M oisture Density
ASTM D - 2922 tY
ASTM D -3017 Gauge Serial No: 36440 Current: 667 Current: 2822
Test Mode: DT Previous: 659 Previous: 2850
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Wall backfill
1 South side of Sandy Lake Road, west side 6" 1 17.3 121.2 103.3 91 *
of box culvert
An asterisk ( *) appears next to test results which do NOT meet the project specifications.
Technician: Julio Perez Started: 6:45am Finished: 8 :45am �� I. Di , �
Report Distribution:
k ' (1) City of Coppell 4l� .∎ A.
...._
(1) City of Coppell . Scott Watson, AET
(1) Tiseo Paving Company Project Manager
LIMTTATIONS: 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.
07SS Page 1 of 1
n e Engineering g i n ring 8908 Ambassador Row, Dallas, TX 75247
f ` 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
,,f ' W Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 258144
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 06/06/2006
Coppell TX 75019 Report Date: 06/15/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D - 2922
ASTM D - 3017 Gauge Serial No: 36438 Current: 711 Current: 2743
Test Mode: DT Previous: 702 Previous: 2673
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 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pct) (% max)
Backfill
1 Retaining wall #1, 7th lift 6" 1 12.7 105.5 93.6 96
Backfill
2 Retaining wall #1, 8th lift 6" 1 12.2 107.6 95.9 98
Test results on this report meet project specification.
j' :�a ' .
Technician: Chris Currier Started: 6:30am Finished: 8:30am 'Afp
/
Report Distribution:
(1) City of Coppell / � ` 1` �
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company 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
V a ■ v Engineering
e -' n g 1 i n e e ri n 8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
: W Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 258237
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 06/06/2006
Coppell TX 75019 Report Date: 06/15/2006
Project: East Sandy Lake Road 1 .� A
ST 93 -01 Completion V� 09
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 36438 Current: 711 Current: 2743
Test Mode: DT Previous: 702 Previous: 2673
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOIS tE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (pcf) (pcf) (% max)
Backfill
1 Retaining wall #1, 9th lift 6" 1 i4.0 122.9 107.8 95
T _ . results on this report meet pro,lett ap.cification.
0
./ ,
Technician: Chris Currier Started: 3:OOpm Finished: 4:30pm ,�f �1 " i� g
Report Distribution: , 1 / `` ��
(1) City of Coppell M ira A
(1) City of Coppell K. cott Watson, AET
(1) Tiseo Paving Company 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