ST9301-LR051201 ®® o ■ 8908 Ambassador Row, Dallas, TX 75247
1 �r Engineering 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.: 245931
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 11/22/2005
Report Date: 12/01/2005
Project: East Sandy Lake Road k d Z �
ST 93 -01 1' � ' �! , J` ? ' p
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: Moisture Density
ASTM D -2922 tY
ASTM D -3017 Gauge Serial No: 35519 Current: 688 Current: 2568
Test Mode: DT Previous: 690 Previous: 2594
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
2 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 98 min
1 1 ■
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Roadway
1 Sandy Lake Road, Station 43 +50, elevation 6" 1 14.6 126.7 110.6 98
441, 43' lift
Roadway
2 Sandy Lake Road, Station 43 +30, elevation 6" 1 17.4 126.9 108.1 96
442, 43' lift
Roadway
3 Sandy Lake Road, Station 43 +50, elevation 6" 1 15.6 125.2 108.3 96
443, 43' lift
Roadway
4 Sandy Lake Road, Station 43 +20, elevation 6" 1 14.0 123.9 108.7 96
442, 43' lift
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.: 245931
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pci) (% max)
Roadway
5 48" pipe removed at Station 42 +00, 6" 1 15.7 124.7 107.8 95
elevation 442
Roadway
6 Retaining wall on eastbound Sandy Lake 6" 2 14.1 128.9 113.0 100
Road, Station 28_65, elevation 46
Roadway
7 Retaining wall on eastbound Sandy Lake 6" 2 16.3 128.4 110.4 98
Road, Station 29 +40, elevation 46.5
Test results on this report meet project specification.
or i ' r
i . i
Technician: Julio Perez Started: 7:30am Finished: 5:45pm .... 1- ` 1
Report Distribution: �i"��
(1) City of Coppell 4� /' ir
(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.
37TM Page 2 of 2
tne Engineering o Ambassador Row, Dallas, TX 75247
2
696 Gravel Drive, Fort Worth, TX 76118
,� -1' 1 7701 W Little York, Ste 600, Houston, TX 77040
7 Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 244328
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/28/2005
Report Date: 12/01/2005
Project: East Sandy Lake Road
ST 93 -01 09b4
1
Services: Test Compressive Strength Samples made by others and picked up at the jobsite.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company MIX DESIGN I.D.: 9616 -B MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 10/27/2005 (inches)
PLANT: 22 WEATHER CONDITIONS: NA NA
SPECIFICATION REQUIREMENTS TIME SAMPLED: NA BATCH TIME: 1:42pm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR NA F CONCRETE: NA F
SLUMP (in): NA TRUCK NO: 114 TICKET NO: 842573
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1 2 Inlet top, Stations 39±6832 and _58 +30
.
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Same as above
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 11/03/2005 7 6.00 28.26 98010 3470 Unbonded Cap
1 2 11/24/2005 28 6.00 28.26 122940 4350 Unbonded Cap
1 3 11/24/2005 28 6.00 28.26 120020 4240 Unbonded Cap
Average 4300
1 4 Hold
All information other than test results was provided by the contractor and
assumed to be correct.
1\ :4
' 0 4 le
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.
r? SS Page 1 of 2
",; 8908 Ambassador Row, DaI1as, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76138
7701 W Little York, Ste 600, Houston, TX 77040
. °z:; s ` ,' ... a' , Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 244306
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/28/2005
Report Date: 12/01/2005
•
Project: East Sandy Lake Road A°I
ST 93-01 \t
t.
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 I.D.: 9616 -B MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 10/28/2005 (inches)
PLANT: 27 WEATHER CONDITIONS: Clear 3.75
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:15pm , BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 69 F
SLUMP (in): 3 n - 5 tt TRUCK NO: 8822 TICKET NO: 1013188
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.7 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.12 Inlet top /curb at Station 0 +74
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Same as above
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 11/04/2005 7 6.00 28.26 123540 4370 Unbonded Cap
1 2 11/25/2005 28 6.00 28.26 143720 5080 Unbonded Cap
1 3 11/25/2005 28 6.00 28.26 145630 5150 Unbonded Cap
Average 5120
1 4 Hold
Water added at site: 5 gallons
Technician: Jeremy Watts Started: 12:30pm Finished: 3:OOpm � If, gO u g
Report Distribution: , ��' `
(1) City of Coppell
(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.
OiSS Page 1 of 1
Engineering
'' 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
i a �, k , '' 7701 W Little York, Ste 600, Houston, TX 77040
_ � :' 1 < L ' . ", Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 244126
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/26/2005
Coppell TX 75019
Report Date: 12/01/2005
Project: East Sandy Lake Road 1 7
ST 93 -01 \ t
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.: 1703 MEASURED
SLUMP
CONCRETE SUPPLIER: LMC PLACEMENT DATE: 10/26/2005 (inches)
PLANT: 7 WEATHER CONDITIONS: Clear 4.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 3 :15pm BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 76 F
SLUMP (in): 3" - 5" TRUCK NO: 1045 TICKET NO: 7157757
AIR ( %): 3% - 6% AIR CONTENT ( %): 5.8 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Box culvert cast in place retaining wall #2, Station 43 +75
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C - 1231 SAMPLE LOCATION: 10' southwest of northeast corner
ASTM C - 39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi TYPE
1 1 11/02/2005 7 6.00 28.26 83380 2950 Unbonded Cap
1 2 11/23/2005 28 6.00 28.26 108800 3850 Unbonded Cap
1 3 11/23/2005 28 6.00 28.26 112810 3990 Unbonded Cap
Average 3920
1 4 Hold
Technician: Dane Campbell Started: 2 :45 m Finished: 4:45 m ¶k4 : g
p P p Off ` Re ort Distribution: f //
P
(1) City of Coppell r A _
( 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.
°ISS Page 1 of 1
•` ne Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
j 7701 W Little York, Ste 600, Houston, TX 77040
;,,,�"� � � - � , � xf -...9 Fn , ,74,,I,,,, , : ' F �% Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 244125
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/26/2005
k x Report Date: 12/01/2005
Project: East Sandy Lake Road Q c-?
ST 93-01 4, 0 NC)
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 ID.: 9616 -B MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 10/26/2005 (inches)
PLANT: 27 WEATHER CONDITIONS: Clear 3.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:15pm BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 64 F CONCRETE: 78 F
SLUMP (in): 3. - 5" TRUCK NO: 922 TICKET NO: 1013162
AIR ( %): 3% - 6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9 1 .2 Inlet top and threshold I -5, Station 51 +70, 38.25 left
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Inlet I -5 top
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 11/02/2005 7 6.00 28.26 128580 4550 Unbonded Cap
1 2 11/23/2005 28 6.00 28.26 155170 5490 Unbonded Cap
1 3 11/23/2005 28 6.00 28.26 154380 5460 Unbonded Cap
Average 5480
1 4 Hold
Aft. � .
Technician: Dane Campbell Started: 1:OOpm Finished: 2:45pm � ; � _
Report Distribution: �� '
(1) City of Coppell
�lv•'"
(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.
01SS Page 1 of 1
R '� ` �`[ 8908 Ambassador Row, Dallas, TX 75247
one [ 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York,
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 244036
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/25/2005
Coppell TX 75019 Report Date: 12/01/2005
Project: East Sandy Lake Road AC61‘ IA
ST 93-01 kli SIP
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 I.D.: 9616 -B MEASURED SLUMP
CONCRETE SUPPLIER: Southern STar PLACEMENT DATE: 10/25/2005 (inches)
PLANT: 27 WEATHER CONDITIONS: Clear 4.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:15am BATCH TIME: 1:3Oam
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 70 F CONCRETE: 80 F
SLUMP (in): NA TRUCK NO: 648 TICKET NO: 1013105
AIR ( %): NA AIR CONTENT ( %): 3.9 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Inlet I -10 and I -5A, Sandy Lake Road, Stations 49 +97 and 38 +25, left
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 49 +97
ASTM C -39 REPORT OF TESTS
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 11/01/2005 7 6.00 28.26 89540 3170 Unbonded Cap
1 2 11/22/2005 28 6.00 28.26 123560 4370 Unbonded Cap
1 3 11/22/2005 28 6.00 28.26 124800 4410 Unbonded Cap
Average 4390
1 4 Hold
,
Technician: Joe Espinoza Started: 1:30pm Finished: 3:15pm ' ! . ' / leigal
Report Distribution: � � WAN,
( 1 ) City of Coppell L f -
(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.
OISS Page 1 of 1