ST9301-LR051229 kp Ya aS H
a.,- r - t r x n va 893 . ss^ or Row, D e2 TX 75247 v t�--. , i j S G v el Drive, Fort �r ort TX 70113
G ' 7731 W LitLe _' or €;, Ste 600, Houston, "t Y 77040
....r�, .rte ne
ta t �
:. ,� Corporate Phone: (2 14) 630-9745
11'4-PLACE' DENSITY T STING
Client: City of Coppell Report. No.: 247727
vls. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 12/21/2005
Coppell TX 75019
Report Date: 12/29/2005
?rojecf: East Sandy Lake Road 4 4)
ST 93 -01 \`v'
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
'ONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: ASTM D - 2922 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 36438 Current: 712 Current: 2709
Test Mode: DT Previous: 645 Previous: 2767'
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MJD No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 Optimum +4 98 min
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, elevation 436, 45' left, 6" 1 12.1 109.1 97.3 99
Station 42 +60
Wall backfill
2 Sandy Lake Road, elevation 436, 40' left, 6" 1 11.9 109.8 98.1 100
Station 43 +10
Wall backfill
3 Sandy Lake Road, elevation 436, 43' left, 6" 1 11.6 108.4 97.1 99
Station 43 +72
Wall backfill
4 Sandy Lake Road, elevation 436.5, 44' left, 6" 1 15.0 112.5 97.8 100
Station 421 +61
Wall backfill
5 Sandy Lake Road, elevation 436.5, 41' left, 6" 1 14.1 111.6 97.8 100
Station 43 +05
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 C:e 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.
Page I of 2
FS," 1 r. Z..,, xr," .,:: t: .■,1
No.: 247727 irMILM! tIONITILI
:.. No.: 059909 Client: City of Coppell
.........,.....--------_------. . . ...._— . . . . ....—......._------...—
PROBE M/D MOISTURE WET DENSr rY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (KO (PO) (% max)
Wall baekfill
6 Sandy Lake Road, elevation 436.5, 42' left, 6" 1 12.1 108.4 96.7 99
Station 43+75
Test results on this report meet project specification.
Technician: Julio Perez Started: 12:15p Finished: 5:30pm
fi 81 h
Report Distribution:
(1) City of Coppell
(I) City of Coppell ' . Scott Watson, AET
(1) Tiseo Paving CMT Operations Manager
1
,
!
1
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
foi 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.
Page 2 of 2
t s ° ^ ° : C a 89'18 Ambassador Row, Dallas, TX 75247
u, ` _' w z ; ,,, U �" ij & 2696 Gravel Drive, Fort Worth, th, TX 76118
ra m .. 4177 7701 W Little York, Ste 600, Houston, TX 77040
" ° T 410 ,� . Corporate Phone: (21- 63f1 -9745
N—P ACE E 1�'�i SI � �T TESTING
_.,7 -. City of Coppell Report No.: 247782
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 12/22/2005
Report Date: 12/29/2005
ZY t-o ject: East Sandy Lake Road �jQ CA
ST 93 -01 \a 1
Services: Perform In -Place Density Test in accordance with ASTM Standards.
_ PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Trohler 3430
Lest Methods: Moisture Density
ASTM D -2922 Y
ASTM D -3017 Gauge Serial No: 36438 Current: 729 Current: 2715
Test Mode: DT Previous: 712 Previous: 2709
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
i''e /D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 Optimum +4 98 min
— FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, elevation 437, 40' left, 6" 1 11.2 108.9 97.9 100
Station 42 +62
Wall backfill
2 Sandy Lake Road, elevation 437, 44' left, 6" 1 11.6 109.0 97.7 100
Station 43 +50
Wall backfill
3 Sandy Lake Road, elevation 437, 41' left, 6" 1 12.3 109.9 97.9 100
Station 43 +60
Wall backfill
4 Sandy Lake Road, elevation 437.5, 45' left, 6" 1 11.5 108.9 97.7 100
Station 42 +60
Wall backfill
5 Sandy Lake Road, elevation 437.5, 43' left, 6" 1 11.8 107.8 96.4 98
Station 43 +48
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 he reproduced except in full without the written approval of Rone Engineering Services, Ltd.
;';',-F Page I of 2
No.: v.. Ned
. ! "1.477-,2 o m.
No.: 0.59909 (JIM: lit: City of Coppell
PROBE M/D MOISTURE WET DENSI .T .t DRY DDENSITY DENSITY
TEST LOCAT!ON DEPTH No. ( %) (pci) (pci) (% max)
�da'a
backfill
6 Sandy Lake Road, elevation 437.5, 40' left, 6" 1 11.9 107.5 96.1 98
Station 43 +80
Test results on this report meet project specification.
` e /
Technician: Julio Perez Started: 8:15am Finished: 5:00pm '
>leport Distribution: e r i ,
(I) City of Coppell � `� , -1
(I) City of Coppell . ► Cott 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.
<,�,` Page 2 of 2