ST9301-LR050811 w. i 8908 Ambassador Row, Dallas, TA 75247
2696 Gravel Drive, Fort worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
r ? Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 239250
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 08/09/2005
Coppell TX 75019 Report Date: 08/11/2005
Project: East Sandy Lake Road } M ''l
ST 93-01 V' `
//
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: 24675 Current: 580 Current: 2782
Test Mode: DT Previous: 611 Previous: 2800
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 +5 95 min
2 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
1 1 _∎ - - - -
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Manhole backfill 101
1 Station 55 +39, 50' left, 3' below grade 6" 1 15.0 131.3 114.2
Manhole backfill 101
2 Station 55 +39, 50' left, 2' below grade 6" 1 14.6 130.5 113.9
Manhole backfill 97
3 Station 55 +39, 50' left, 1' below grade 6" 1 16.3 127.4 109.,
Test results on this report meet project specification.
Ron
e
S tarted: 12:30 d.
Technician: Dan Rogers p Finished: 5:45pm
Report Distribution:
(1) City of Coppell Clay Stark
P
(1) City of Coppell Project Manager
(1) Tiseo Paving
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 ape 1 of 1 except in full without the written approval of Rone Engineering Services, Ltd
n
�cc
t Engineering [ e r 8908 Ambassador Row, Dallas, TX 75247
4 I I 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
41 - , . Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 239058
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 08/05/2005
Coppell TX 75019
Report Date: 08/11/2005
Project: East Sandy Lake Road ' ',� i�11
vv
ST 93 -01 k" 9 4171
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: 25249 Current: 664 Current: 2424
Test Mode: DT Previous: 658 Previous: 2426
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MID No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +5 95 min
2 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)
Manhole
1 Manhole, Station 31 +40, east side, 7' below 6" 1 15.9 127.8 110.3 98
grade
Manhole
2 Manhole, Station 31 +40, north side, 6' 6" 1 17.8 129.9 110.3 98
below grade
Manhole
3 Manhole, Station 31 +40, west side, 5' below 6" 1 16.2 125.0 107.6 95
grade
Manhole
4 Manhole, Station 31 +40, south side, 4' 6" 2 15.1 133.3 115.8 99
below grade
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.
07SS Page 1 of 2
Report No.: 239058 111111111=12 ..___.
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Manhole
5 Manhole, Station 31 +40, east side, 3' below 6" 2 13.1 129.2 114.2 98
grade
Manhole
6 Manhole, Station 31 +40, north side, 2' 6" 2 12.6 130.3 115.7 99
below grade
Manhole
7 Manhole, Station 31 +40, west side, 1' below 6" 2 13.0 131.6 116.5 100
grade
Paving subgrade
8 Station 46 +25, westbound, subgrade 6" 1 10.7* 117.3 106.0 94*
Manhole
9 Manhole, Station 41 +10 westbound, east 6" 2 12.8 130.1 115.3 99
side, 7' below grade
Manhole
10 Manhole, Station 41 +10 westbound, west 6" 2 15.1 131.1 113.9 98
side, 6' below grade
Manhole
11 Manhole, Station 41 +10 westbound, north 6" 2 13.9 131.9 115.8 99
side, 5' below grade
Manhole
12 Manhole, Station 41 +10 westbound, south 6" 2 13.9 132.7 116.5 100
side, 4' below grade
Manhole
13 Manhole, Station 41 +10 westbound, east 6" 2 16.1 129.9 111.9 96
side, 3' below grade
Manhole
14 Manhole, Station 41 +10 westbound, north 6" 2 14.0 131.1 115.0 99
side, 2' below grade
Manhole
15 Manhole, Station 41 +10 westbound, west 6" 2 13.0 128.3 113.5 97
side, 1' below grade
An asterisk ( *) appears next to test results which do NOT meet the project specification
Technician: Jack Roberts Started: 7:30am Finished: 5:30pm Rone i/' rin
Report Distribution: F op/
(1) City of Coppell
II
(1) City of Coppell C ay 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.
07SS Page 2 of 2
u ■ i 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.: 238997
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 08/04/2005
Coppell TX 75019 Report Date: 08
Project: East Sandy Lake Road ���"
ST 93 -01 � zo(, - A '
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: 25249 Current: 658 Current: 2426
Test Mode: DT Previous: 654 Previous: 2431
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 +5 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pcf) (% max)
Manholes
1 Station 38 +53, 7' below grade 6" 1 17.3 128.1 109.2 97
Manholes
2 Station 38 +53, 6' below grade 6" 1 17.4 128.6 109.5 97
Manholes
3 Station 38 +53, 5' below grade 6" 1 16.7 130.5 111.8 99
Manholes
4 Station 38 +53, 4' below grade 6" 1 16.9 128.2 109.7 97
Manholes
5 Station 38 +53, 3' below grade 6" 1 15.1 126.7 110.1 97
Manholes
6 Station 38 +53, 2' below grade 6" 1 16.2 125.5 108.0 96
Manholes
7 Station 38 +53, 1' below grade 6" 1 17.7 127.1 108.0 96
Manholes
LI1vIITATIONS: 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 2
:R.eport No.: 238997
? roject No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (Pcf) (Pef) (% max)
8 Station 33 +60, 7' below grade 6" 1 17.6 127.8 108.7 96
Manholes
9 Station 33 +60, 6' below grade 6" 1 18.5 129.5 109.3 97
Manholes
10 Station 33 +60, 5' below grade 6" 1 15.0 126.2 109.7 97
Manholes
11 Station 33 +60, 4' below grade 6" 1 15.2 128.7 111.7 99
Manholes
12 Station 33 +60, 3' below grade 6" 1 16.1 128.3 110.5 98
Manholes
13 Station 33 +60, 2' below grade 6" 1 18.1 127.9 108.3 96
Manholes
14 Station 33 +60, l' below grade 6" 1 17.2 132.1 112.7 100
Test results on this report meet project specification.
Manholes on westbound Sandy Lake Road.
Ro il • mg
Technician: Jack Roberts Started: 9 :3Oam Finished: 3:30pm
Report Distribution: tri re-
(1) City of Coppell ' Clay Stark
P
(1) City of Coppell Project Manager
(1) Tiseo Paving
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 ap 2 of reproduced except in full without the written approval of Rone Engineering Services, Ltd.
u7SS
� 8908 Ambassador Raw, Dallas, TX 15247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150. Houston, TX 77040
f" 2 s t . „ Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 237708
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 07/13/2005
Report Date: 08/11/2005
Project: East Sandy Lake Road �� 4
ST 93 -01
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company MIX DESIGN LD.: 9616B MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 07/13/2005 (inches)
PLANT: 29 WEATHER CONDITIONS: Cloudy 4.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:25pm BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 93 F CONCRETE: 94 F
SLUMP (in): 4" maximum TRUCK NO: 1029 TICKET NO: 974424
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C-31 except 9.12 Manhole
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Manhole at Station 1-1-54 on
ASTM C -39 REPORT OF TESTS eastbound Sandy Lake Road
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 1 07/20/2005 7 6.00 28.26 105780 3740 Unbonded Cap
1 2 08/10/2005 28 6.00 28.26 124860 4420 Unbonded Cap
1 3 08/10/2005 28 6.00 28.26 123870 4380 Unbonded Cap
Average 4400
1 4 Hold
A / See Report #237707 for technician time.
ei /
hn' i n Started: Finished: R ona ' r i n Tec tc a Jullo Per g
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.
CISS Page 1 of 1