ST9301-LR060404 R one e r 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.: 251958
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 03/02/2006
Coppell TX 75019 Report Date: 04/04/2006
Project: East Sandy Lake Road /�
ST 93 -01 Completion 00
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.: 736 MEASURED
SLUMP
CONCRETE SUPPLIER: Redi Mix PLACEMENT DATE: 03/02/2006 (inches)
PLANT: 1 WEATHER CONDITIONS: Clear 4.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:15am BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 70 F
SLUMP (in): 4" maximum TRUCK NO: 1 1 1 TICKET NO: 163456
AIR ( %): NA AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Paving, stamped concrete, Stations 45 +00 and 45 +50, westbound side of Sandy Lake Road
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 45 +50
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 03/09/2006 7 6.00 28.26 125630 4440 Unbonded Cap
1 2 03/30/2006 28 6.00 28.26 161430 5710 Unbonded Cap
1 3 03/30/2006 28 6.00 28.26 164240 5810 Unbonded Cap
Average 5760
1 4 Hold
Technician: Pat Parks Started: 7:30am Finished: 10:15am tb 04, g
Report Distribution: P r
(1) City of Coppell �Fll 0
(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
OISS Page l of l
Rone i n e ri 8908 Ambassador Row, Dallas, TX 75247
1 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.: 251871
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 03/01/2006
Coppell TX 75019 Report Date: 04/04/2006
Project: East Sandy Lake Road ' O , (p`
ST 93 -01 Completion
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.: NA MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 03/01/2006 (inches)
PLANT: NA WEATHER CONDITIONS: Clear 4.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 11:3Oam BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 75 F
SLUMP (in): 3" - 5" TRUCK NO: 193 TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 912 Paving, east Sandy Lake Road on westbound lane, Station 25 +00 to 45 +00
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 35 +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 03/08/2006 7 6.00 28.26 134350 4750 Unbonded Cap
1 2 03/29/2006 28 6.00 28.26 152520 5390 Unbonded Cap
1 3 03/29/2006 28 6.00 28.26 158140 5590 Unbonded Cap
Average 5490
1 4 Hold
. 4/ ar/
Technician: Jeremy Brimingham Started: 6:30am Finished: 1:OOpm W i%> ' _ In2, Ing
Report Distribution: f�� .
(1) City of Coppell / � 1 .
(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.
01SS Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
Aone 2 696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
y Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 253576
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 03/31/2006
Report Date: 04/04/2006
Project: East Sandy Lake Road i0 /„(O''
ST 93 -01 Completion 1UJ w `
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: 33438 Current: 564 Current: 2539
Test Mode: DT Previous: 572 Previous: 2553
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. ( %) (pcf) (pcf) (% max)
Roadway
1 Sandy Lake Road, 45 right, elevation 446, 6" 1 17.9 128.7 109.2 97
Station 52 +00
Roadway
2 Sandy Lake Road, 40 right, elevation 447, 6" 1 16.2 130.1 112.0 99
Station 52 +02
Roadway
3 Sandy Lake Road, 43 right, elevation 448, 6" 1 17.0 129.8 110.9 98
Station 52 +04
Roadway
4 Sandy Lake Road, 45 right, elevation 446, 6" 1 17.7 128.6 109.3 97
Station 56 +00
Roadway
5 Sandy Lake Road, 43 right, elevation 447, 6" 1 17.3 128.7 109.7 97
Station 56 +02
Report No.: 253576
Project No.: 0611391 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Roadway
6 Sandy Lake Road, 40 right, elevation 448, 6" 1 17.4 128.6 109.5 97
Station 56 +04
Test results on this report meet project specification. 4
Ali Technician: Julio Perez Started: 9:30am Finished: 1:30pm a PO".
Report Distribution: , a
(1) City of Coppell i�
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company CMT Operations Manager
G p� 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
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 253421
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 03/29/2006
Coppell TX 75019 Report Date: 04/04/2006
Project: East Sandy Lake Road ' 1
ST 93 -01 Completion 1I (0l
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: 579 Current: 2561
Test Mode: DT Previous: 574 Previous: 2556
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 +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Roadway '�j ' �1Mti�'
1 Sandy Lake Road, ound, Station 6" 1 14.5 125.2 109.3 97
ad y t �1 lift
Roadway �� ^-V w (,
Roadw a UV�C�
2 Sandy Lake Road, 361st u d, Station 6" 1 14.0 125.1 109.7 97
53 +00, 1st lift
Test results on this report meet project specification.
Technician: Julio Perez Started: 7:15am Finished: 9:OOam /
of Report Distribution: �f /�i
PP
(1) City ofCo ell , i
( 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 1 of 1
q K !. Engineering 8908 Ambassador Row, Dallas, TX 75247
1 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.: 251804
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 02/28/2006
Report Date: 04/04/2006
Project: East Sandy Lake Road ► ` rWZ
ST 93 -01 Completion
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.: 2446 CS MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo Paving Company PLACEMENT DATE: 02/28/2006 (inches)
PLANT: WEATHER CONDITIONS: Clear /warm 1.75
SPECIFICATION REQUIREMENTS TIME SAMPLED: 3:OSpm BATCH TIME: 2:29pm
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 78 F CONCRETE: 78 F
SLUMP (in): 3" - 5" TRUCK NO: 163 TICKET NO:
AIR ( %): 2% - 5% AIR CONTENT ( %): 9.0 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.12 Inside lane, westbound, Sandy Lake Road, Station 42 +50 to 43 +50
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: 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 03/07/2006 7 6.00 28.26 122460 4330 Unbonded Cap
1 2 03/28/2006 28 6.00 28.26 148710 5260 Unbonded Cap
1 3 03/28/2006 28 6.00 28.26 139010 4920 Unbonded Cap
Average 5090
1 4 Hold
/ ,
/
Technician: Randy Nudge Started: 1:15pm Finished: 4:OOpm 1`�!4. i' gl ' ' i g
Report Distribution: Pat" ft
(1) City of Coppell L'.!
(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.
)1 Page 1 of 1