ST9301-LR050516 Rone g 8908 Ambassador Row, Dallas, TX 75247
Engineering 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
-1 -, - Corporate Phone: (214) 630 -9745
MOISTURE DENSITY RELATIONS
Client: City of Coppell Report No.: 233498
Ms. Suzan Taylor
PO Box 9478 ,1 7761 Project No.: 059909
Coppell TX 75019 2 Date of Service: 05/11/2005
Report Date: 05/16/2005
Project: East Sandy Lake Road
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: 05/11/2005
TEST FOR: Paving MATERIAL PREPARATION: Moist
MATERIAL: Tan crushed limestone w/ Sandy RAMMER TYPE: Mechanical
Clay SAMPLED BY: Contractor
CLASSIFICATION: Paving SAMPLE LOCATION: Contractor Sampled
TEST METHOD: ASTM D -698 ASTM D -4318
Method B
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 115.5
MOISTURE DENSITY RELATIONS
117 Zero air voids clrve
OPTIMUM MOISTURE CONTENT, %: 14.5 Specific Gravit 2.70
7 ,..."..%** *\ \
LIQUID LIMIT: 42 115
Dry
PLASTIC LIMIT: 21 Density
(pcf)
PLASTICITY INDEX: 21 113
111 / i
1 N
f ;
109
t t \
f
i
11 13 15 17 19 21 23
MOISTURE CONTENT ( %)
Rone n in r
Technician: Scott Mitchell ij
Report Distribution: � f
(1) City of Coppell
(1) City of Coppell lay Stark
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.
nK Page 1 of 1
t 8908 Gra Ambassador
rive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
ktp Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 231743
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 04/13/2005
Coppell TX 75019 �, \'� "I}/ Report Date: 05/16/2005
r ���J
Project: East Sandy Lake Road NP c 01
ST 93 -01 , Z 0 ��
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: 04/13/2005 (inches)
PLANT: 7 WEATHER CONDITIONS: Clear 3.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:30pm BATCH TIME: 1:23 pm
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 74 F CONCRETE: 82 F
SLUMP (in): 3" - 5" TRUCK NO: 1 1 19 TICKET NO: 7151712
ALR ( %): 4% - 6% AIR CONTENT ( %): 3.8 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Toe wall at north side of box culvert on Sandy Lake Road
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: East side of toe wall, approximate
ASTM C -39 REPORT OF TESTS top half
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 04/20/2005 7 6.00 28.26 110770 3920 Unbonded Cap
1 2 05/11/2005 28 6.00 28.26 133930 4740 Unbonded Cap
1 3 05/11/2005 28 6.00 28.26 140090 4950 Unbonded Cap
Average 4850
1 4 Hold
Water added at site: 8 gallons /
Technician: Scott Mitchell Started: 1:15pm Finished: 4:OOpm R o i ��� / e • ing
Report Distribution: OF V,
(1) City of Coppell
(1) City of Coppell Clay Stark
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.
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