ST9301-LR051122 fl Engineering Q 8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 245731
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 11/18/2005
Coppell TX 75019 Report Date: 11/22/2005
Project: East Sandy Lake Road tik\I VD 4U
ST 93 -01
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company DATE SAMPLED: 11/18/2005
TEST FOR: Wall Backfill MATERIAL PREPARATION: Moist
MATERIAL: Light Brown Clayey Sand w /Trace RAMMER TYPE: Mechanical
Limestone Fragments SAMPLED BY: D. Rogers
CLASSIFICATION: Wall Backfill SAMPLE LOCATION: Stockpile west of site trailer north side
TEST METHOD: ASTM D -698 ASTM D -4318 of Sandy Lake Rd
Method A
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 1 17.5 MOISTURE DENSITY RELATIONS
123 v rve
OPTIMUM MOISTURE CONTENT, %: 10.0 Speci fic air d ids avit', cl 2.70
LIQUID LIMIT: 27 121
Dry
PLASTIC LIMIT: 14 Density
(pcf)
PLASTICITY INDEX: 13 119
'\\
PASSING #200: 17.0 117
115
6 8 10 12 14 16 18
MOISTURE CONTENT ( %)
pH = 8.16
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.
06 Page 1 of 2
one Engineering 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
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 245730
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 11/18/2005
Coppell TX 75019 Report Date: 11/22/2005
Project: East Sandy Lake Road
ST 93 -01 W
Services: Obtain a sample of material from the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company DATE SAMPLED: 11/18/2005
TEST FOR: General Fill MATERIAL PREPARATION: Moist
MATERIAL: Reddish Brown Sandy Clay RAMMER TYPE: Mechanical
w /Sandstone & Gravel SAMPLED BY: D. Rogers
CLASSIFICATION: General Fill SAMPLE LOCATION: Stockpile south of Sandy Lake @
TEST METHOD: ASTM D -698 ASTM D -4318 Kimball Court
Method B
REPORT OF TEST
MAXIMUM DRY DENSITY, pa: 117.5 MOISTURE DENSITY RELATIONS
118 Zero air voids c.irve
OPTIMUM MOISTURE CONTENT, %: 12.5 Specific Gravity 2.70
LIQUID LIMIT: 30 116
Dry
PLASTIC LIMIT: 15 Density
(pcf)
PLASTICITY INDEX: 15 114
% PASSING #200: 39.0 112
110 ;
` t 1
9 11 13 15 17 19 21
MOISTURE CONTENT ( %)
pH = 7.
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
16 Page 1 of 2
■ 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.: 245085
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 11/09/2005
Report Date: 11/22/2005
Project: East Sandy Lake Road
ST 93 -01 n ` �� c ) '�� 5
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: 32719 Current: 627 Current: 2801
Test Mode: DT Previous: 636 Previous: 2766
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Light Gray Clay with gravel 20.0 105.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Fill
1 North retaining wall, 46' left, Station 29 +50, 6" 1 20.3 121.4 100.9 96
1st lift
Fill
2 North retaining wall, 46' left, Station 27 +50, 6" 1 20.5 124.5 103.3 98
1st lift
Test results on this report meet project specification.
P 411 11 •
Technician: Lanny Gist Started: 2:OOpm Finished: 3:45pm i RI % �
>
Report Distribution: O r
(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.
07TM Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
Engineering
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 243945
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/24/2005
Coppell TX 75019 1,� j Reeport Date: 11/22/2005 •
Project: East Sandy Lake Road / Vt" •
ST93 -01 2,,451
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
D
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 10/24/2005 (inches)
PLANT: 22 WEATHER CONDITIONS: Cloudy 2.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:OOpm BATCH TIME: 1:30pm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 87 F CONCRETE: 86 F
SLUMP (in): 3" - 5" TRUCK NO: 5013 TICKET NO: 842385
AIR ( %): 3% - 6% AIR CONTENT ( %): 3.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Storm sewer inlet throat curb and gutter, Stations 38 +15 and 43 +50
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 38 +15
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 10/31/2005 7 6.00 28.26 112680 3980 Unbonded Cap
1 2 11/21/2005 28 6.00 28.26 148190 5240 Unbonded Cap
1 3 11/21/2005 28 6.00 28.26 145600 5150 Unbonded Cap
Average 5200
1 4 Hold
/
Technician: Randy Nudge Started: 1:15pm Finished: 3:15pm '414•1 e' g
Report Distribution: �> , 1
(1) City of Coppell
i Zeir
(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.
O1SS Page 1 of 1
1
8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
,'',:`'.< b _ Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 243853
Ms. Suzan Taylor P roject No.: 059909
PO Box 9478 Date of Service: 10/21/2005
Coppell TX 75019 Report Date: 11/22/2005
Project: East Sandy Lake Road tti ql A
CO
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 I.D.: 9616 -B M SLUMP D
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 10/21/2005 (inches)
PLANT: 27 WEATHER CONDITIONS: Clear 3.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:42pm BATCH TIME: 1:35pm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 73 F CONCRETE: 81 F
SLUMP (in): 2" - 4" TRUCK NO: 8 TICKET NO: 1013066
AIR ( %): 3% - 5% AIR CONTENT ( %): 3.6 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Inlet tops, D -2 Station 24 +93 38.25 left, and F - Station 36 +92
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: D -2, Station 24 +93
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 10/28/2005 7 6.00 28.26 107110 3790 Unbonded Cap
1 2 11/18/2005 28 6.00 28.26 130800 4630 Unbonded Cap
1 3 11/18/2005 28 6.00 28.26 146000 5160 Unbonded Cap
Average 4900
1 4 Hold
Started: m Finished: 3:45 m - 41
Technician: Tim Stone 1:00
P p �♦/ � �
Report Distribution: „F it
(1) City of Coppell 41�
(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.
0 1SS Page 1 of 1
i one 8908 Ambassador Row, Dallas, TN 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
•. " z Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 243771
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/20/2005
Report Date: 11/22/2005
Project: East Sandy Lake Road \ rr�� 0 A� ,/�
ST 93 -01 S(i°
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: 10/20/2005 (inches)
PLANT: 27 WEATHER CONDITIONS: Clear 4.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 3:1 Spm BATCH TIME: 2:36pm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 84 F CONCRETE: 86 F
SLUMP (in): 2" - 4" TRUCK NO: 923 TICKET NO: 1013042
AIR ( %): 3% - 5% AIR CONTENT ( %): 3.6 UNIT WEIGHT (pci): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Inlet top, westbound Sandy Lake Road, Station 26 +12.44
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Center of inlet mouth,
ASTM C -39 REPORT OF TESTS Station 26 +12.44
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 10/27/2005 7 6.00 28.26 96790 3420 Unbonded Cap
1 2 11/17/2005 28 6.00 28.26 128880 4560 Unbonded Cap
1 3 11/17/2005 28 6.00 28.26 125480 4440 Unbonded Cap
Average 4500
1 4 Hold
`�
. 1
Technician: Nathan Witherell Started: l:l 5pm Finished: 4:15pm 1 j � " ,� I , 4 '
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
Rone E E
8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 243743
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/20/2005
Coppell TX 75019 Report Date: 11/22/2005
I
Project: East Sandy Lake Road 1 t 95 -A
/I
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 I.D.: 1851 M SLUMP D
CONCRETE SUPPLIER: Tiseo/LMC PLACEMENT DATE: 10/20/2005 (inches)
PLANT: 7 WEATHER CONDITIONS: Clear 2.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:O3pm BATCH TIME: 11:O6am
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 83 F CONCRETE: 81 F
SLUMP (in): 3" - 5" TRUCK NO: 100 TICKET NO: 7157521
AIR ( %): 4% - 6% AIR CONTENT ( %): 3.8 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Driveways, westbound Sandy Lake Road, east end driveway at Sandy Lake and Trinity
except 9.12 Court, Station 65 +83.5; driveway 6, Station 39 +30; new development driveway, Station
ASTM C -143 34 +50; driveway 3, Station 30 +50
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: East end driveway, Station 65 +83.5
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 10/24/2005 4 6.00 28.26 97010 3430 Unbonded Cap
1 2 10/27/2005 7 6.00 28.26 112510 3980 Unbonded Cap
1 3 11/17/2005 28 6.00 28.26 138640 4900 Unbonded Cap
1 4 11/17/2005 28 6.00 28.26 137100 4850 Unbonded Cap
Average 4880
1 5 Hold
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.
o1SS Page 1 of 2