ST9301-LR050803 8908 Ambassador Row, Dallas, TX 75247
w. 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
1,14;;;I;; Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 238624
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 07/29/2005
Report Date: 08/03/2005
Project: East Sandy Lake Road 42,
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ST 93 -01 n \
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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: 35519 Current: 684 Current: 2609
Test Mode: DT Previous: 670 Previous: 2621
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
FIELD DENSITY T STS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pcf) (% max)
Sewer
1 Sanitary sewer, Station 56 +22, 20' left, 2' 6" 1 15.0 131.7 114.5 98
below grade
Sewer
2 Sanitary sewer, Station 56 +22, 20' left, l' 6" 1 16.0 132.2 114.0 98
below grade
Sewer
3 Sanitary sewer, Station 56 +22, 20' left, final 6" 1 14.2 132.6 116.1 100
Test results on this report meet project specification.
k
Technician: Julio Perez Started: 12:30p Finished: 4:45pm
RoneE,g �,'g
Report Distribution:
(1) City of Coppell
(1) City of Coppell Cl .y 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.
07TM Page 1 of 1
,lone Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
t ' ' Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 237241
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 07/05/2005
Report Date: 08/03/2005
I •
Project: East Sandy Lake Road , 0
ST 93 -01 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 MEASURED
SLUMP
CONCRETE SUPPLIER: Southern Star PLACEMENT DATE: 07/05/2005 (inches)
PLANT: NA WEATHER CONDITIONS: Sunny 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 3:1 Opm BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 94 F CONCRETE: 90 F
SLUMP (in): 5" maximum TRUCK NO: 2048 TICKET NO: 330574
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
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Inlet walls, Sandy Lake Road,
ASTM C -39 REPORT OF TESTS Station 25 +90 +50
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 07/12/2005 7 6.00 28.26 112720 3990 Unbonded Cap
1 2 08/02/2005 28 6.00 28.26 145290 5140 Unbonded Cap
1 3 08/02/2005 28 6.00 28.26 139620 4940 Unbonded Cap
Average 5040
1 4 Hold
Technician: Julio Perez Started: 1:45pm Finished: 4:OOpm Rone : I l e ' m g
Report Distribution: �Or
(1) City of Coppell
(1) City of Coppell m 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.
01SS Pagelofl