ST9301-LR060221 Rone 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
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 249279
Ms. Sultan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/18/2006
Coppell TX 75019
Report Date: 02/21/2006
Project: East Sandy Lake Road o '
ST 93 -01 , I C)7-P
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.: 1703 MEASURED
g p y SLUMP
CONCRETE SUPPLIER: LMC PLACEMENT DATE: 01/18/2006 (inches)
PLANT: 3 WEATHER CONDITIONS: Sunny 3.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 1:15pm BATCH TIME: NA
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 70 F CONCRETE: 65 F
SLUMP (in): 4" maximum TRUCK NO: 1 124 TICKET NO: 3207629
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.12 Box culvert
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Center wall, Station 43 +00
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 01/25/2006 7 6.00 28.26 84430 2990 Unbonded Cap
1 2 02/15/2006 28 6.00 28.26 114420 4050 Unbonded Cap
1 3 02/15/2006 28 6.00 28.26 118980 4210 Unbonded Cap
Average 4130
1 4 Hold
Water added at site: 10 gallons
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 2
1 Eng ®r "' ■ 8908 Ambassador Row, Dallas, TX 75247
ineering 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
, Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 249494
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 01/20/2006
Report Date: 02/21/2
Project: East Sandy Lake Road 1`' Sf 0
ST93 -01 VVv 5 225
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.: 1703 MEASURED
SLUMP
CONCRETE SUPPLIER: LMC PLACEMENT DATE: 01/20/2006 (inches)
PLANT: 7 WEATHER CONDITIONS: Sunny 4.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 1:45am BATCH TIME: NA
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 73 F
SLUMP (in): 3" - 5" TRUCK NO: 956 TICKET NO: 7160461
AIR ( %): NA AIR CONTENT ( %): NA UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C-31 except9l.2 Box culvert
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Outer wall, Station 43 +25
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 01/27/2006 7 6.00 28.26 84860 3000 Unbonded Cap
1 2 02/17/2006 28 6.00 28.26 117170 4140 Unbonded Cap
1 3 02/17/2006 28 6.00 28.26 123150 4360 Unbonded Cap
Average 4250
1 4 Hold
See Report #249479 for technician time.
A,
Technician: Julio Perez Started: Finished: IP
i i�
Report Distribution: i� � � � �
(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
01SS Page 1 of 1
t�. Engineering 8908 Ambassador Row, Dallas, TX 75
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York,
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 251183
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 02/15/2006
Coppell TX 75019 Report Date: 02/21/2006
Project: East Sandy Lake Road
ST 93 -01 Completion bZ
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: 33438 Current: 521 Current: 2561
Test Mode: DT Previous: 582 Previous: 2563
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Wall backfill
1 Sandy Lake Road, Station 44 +60, 45' left, 6" 1 12.1 109.1 97.3 99
elevation 441.5
Wall backfill
2 Sandy Lake Road, Station 44 +62, 44' left, 6" 1 13.1 109.1 96.5 98
elevation 442
Wall backfill
3 Sandy Lake Road, Station 45 +00, 40' left, 6" 1 12.8 108.7 96.4 98
elevation 439
Wall backfill
4 Sandy Lake Road, Station 45 +02, 43' left, 6" 1 13.0 109.6 97.0 99
elevation 439.5
Wall backfill
5 Sandy Lake Road, Station 45 +04, 46' left, 6" 1 13.4 109.1 96.2 98
elevation 440
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.: 251183
Project No.: 0611391 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pct) (% max)
Wall backfill
6 Sandy Lake Road, Station 45 +06, 45' left, 6" 1 13.6 108.7 95.7 98
elevation 440.5
Wall backfill
7 Sandy Lake Road, Station 45 +08, 44' left, 6" 1 13.0 108.3 95.8 98
elevation 441
Wall backfill
8 Sandy Lake Road, Station 45 +10, 42' left, 6" 1 12.3 108.7 96.8 99
elevation 44.5
40 Test results on this report meet project specification.
Technician: Started: Fin ished: 6: 45 '� "!" i in ` • rin s
T Julio Perez 7: 45am m p
Report Distribution: 1
(1) City of Coppell 4111 SM ._.
(1) City of Coppell . Sco Watson, AET
(1) Tiseo Paving Company 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.
07TM Page 2 of 2
'Ron Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
4 x Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 251247
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 02/16/2006
Coppell TX 75019 Report Date: 02/21/2006
Project: East Sandy Lake Road
ST 93 -01 Completion 04 cA(01
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: 33438 Current: 568 Current: 2561
Test Mode: DT Previous: 521 Previous: 2595
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Pipe backfill
1 Sandy Lake Road, storm drain, Station 6" 1 11.0 108.8 98.0 100
43 +95, elevation 339
Pipe backfill
2 Sandy Lake Road, storm drain, Station 6" 1 11.5 107.7 96.6 99
43 +95, elevation 339.5
Pipe backfill
3 Sandy Lake Road, storm drain, Station 6" 1 11.3 108.5 97.5 99
43 +95, elevation 440
Pipe backfill
4 Sandy Lake Road, storm drain, Station 6" 1 12.1 107.6 96.0 98
43 +95, elevation 440.5
Pipe backfill
5 Sandy Lake Road, storm drain, Station 6" 1 11.8 108.0 96.6 99
43 +95, elevation 441
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.: 251247 =ZEINiwISISIMUNI
Project No.: 0611391 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pci) (% max)
Pipe backfill
6 Sandy Lake Road, storm drain, Station 6" 1 11.5 108.0 96.9 99
43 +95, elevation 441.5
Pipe backfill
7 Sandy Lake Road, storm drain, Station 6" 1 11.7 107.6 96.3 98
43 +95, elevation 442
Pipe backfill
8 Sandy Lake Road, storm drain, Station 6" 1 11.5 107.9 96.8 99
43 +95, elevation 442.5
Test results on this report meet project specification.
Technician: Julio Perez Started: 8 :15am Finished: 6:OOpm `�
Report Distribution: �
(1) City of Coppell
(1) City of Coppell . Scott Watson, AET
(1) Tiseo Paving Company 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.
07TM Page 2 of 2
f �y 8908 Ambassador Row, Dallas, TX 75247
[ e U, 2696 Gravel Drive Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
4 ' Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 251327
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 02/17/2006
Coppell TX 75019
Report Date: 02/21/2006
Project: East Sandy Lake Road Z
ST 93 -01 Completion ' 6q
itkii
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: 33438 Current: 578 Current: 2563
Test Mode: DT Previous: 568 Previous: 2595
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Wall backfill
1 Sandy Lake Road, westbound, Station 6" 1 11.8 108.0 96.6 99
44 +00, 45' left, elevation 443
Wall backfill
2 Sandy Lake Road, westbound, Station 6" 1 11.9 109.0 97.4 99
44 +02, 43' left, elevation 443.5
Wall backfill
3 Sandy Lake Road, westbound, Station 6" 1 11.9 108.9 97.3 99
44 +04, 41' left, elevation 444
Wall backfill
4 Sandy Lake Road, westbound, Station 6" 1 11.9 109.0 97.4 99
44 +06, 44' left, elevation 444.5
Wall backfill
5 Sandy Lake Road, westbound, Station 6" 1 11.8 108.7 97.2 99
44 +08, 42' left, elevation 445
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.: 251327 ISISMIEwMMM
Project No.: 0611391 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Wall backfill
6 Sandy Lake Road, westbound, Station 6" 1 11.1 108.8 97.9 100
44 +10, 40' left, elevation 445.5
Wall backfill
7 Sandy Lake Road, westbound, Station 6" 1 11.8 108.4 97.0 99
45 +00, 44' left, elevation 443.5
Wall backfill
8 Sandy Lake Road, westbound, Station 6" 1 12.1 108.4 96.7 99
45 +02, 41' left, elevation 444
Wall backfill
9 Sandy Lake Road, westbound, Station 6" 1 12.0 108.6 97.0 99
45 +04, 43' left, elevation 444.5
Wall backfill
10 Sandy Lake Road, westbound, Station 6" 1 11.8 108.6 97.1 99
45 +06, 48' left, elevation 445
Test results on this report meet project specification.
Technician: Julio Perez Started: 8:OOam Finished: 5:30pm A .c - u /—
Report Distribution: a
ir
(1) City of Coppell / �—
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company 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.
07TM Page 2 of 2