ST0702-LR090910CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0013
Service Datr. 09/01/09 8901 Carpenter Frwy.
Report Date: 09/10/09 Dallas, TX 75247
214-630-1010 Reg No:F-3272
Client Project
City of Coppell 'I'X Coppell Road - #ST07-OZ
Attn: Ricl< O'Dell Bethel Road to
Engineering Dept Southwestern Blvd.
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94091174
Material Information Sample Information
Specified Str
Mir ID:
Supplier:
Batch Timc:
Trucl: No.:
ength: 4,000 psi ct 28 days
1701
Lattimore
142S Plant: 07
3U 12 Ticket No.: 7209830
Field Test Data
Test
Slump (in):
Air Content ('%~):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Laboratory Test C
Result Specification
4
4.0
95
ss
143.0
rata
Sample Date: 09/01/09 Sample Time: 1515
Sampled By: Jesus Rojas
Weather Conditions: Clear
Accumulative Yards: 8 Batch Size (cy): 8
Placement Method: Direct Discharge
Water Added Before (gal): 0
Water Added After (gal): 0
Sample Location: Inlet walls
Placement Location: Inlet walls at Sta. 19+50
Set Specimen Diameter Area Date Date
No. ID (in) (sq in) Received Tested
I I 6.00 28.27 09/02/09 09/08/09
I 2 6.00 28.27 09/02/09 09/] 5/09
I ., 6.00 28.27 09/02/09 09/29/09
I ~I C.00 28.27 09/02/09 09/29/09
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load Strength Fracture
(Ibs) (psi) Type
121,460 4,300 4
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cas ompressive strength
samples.
Terracon Rep.: .lesus Rojas
Reported To:
Contractor: JR.I Paving
Report Distribution:
(I) Cir~~ ul' Cu~ipcll l'X (I) Preece and Nichols Inc Reviewed By:
(~).~ft.l)~,r~•in~ i.r J Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C123]
The tests were performed in general accordance with applicable ASTM, AA5HT0, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
t'wnnn.:._i.uv. it.•~ ~ Page I of I
FIELD DENSITY TEST REPORT
Report Number: 94(191 174.0015 `I
Service Daly. 09/02/09 8901 Carpenter Frwy.
Report Date: 09/10/09 Dallas, TX 75247
214-630-1010 Reg No:F-3272
Client Project
City of Coppell `fX Coppell Road - #ST07-02
Attn: Ricl: O'Dell Bethel Road to
Gngineerin~ Dept Southwestern Blvd.
PO Boa 9475 Coppell, TX
Coppell, TX 7019 Project Number: 94091174
Material Information
Mat. Proctor
No. Rei'. No. Classification and Description
I 91091 174.0001 Darlc brown silty clay, with sand
and asphalt
Field Test Data
Test
No. Test Location
Laboratory
Test Method
ASTM D698
Probe
Litt / Mat. Deptl-
Glev. No. (in)
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%~ (pef)
13.5 112.7
Project Requirements
Water Minimum
Content Compaction
(%) (%)
0/+4 95
Wet Water Water Dry Unit Percent
Density Content Content Weight Compaction
(Pof) (Pct (%) (Pct) ('%,)
Baclcfill at Two Box Culverts
9 Sta. 13+2U 3' bfg 1 6 125.3 17.3 16.0 108.0 96
10 Sta. 13+ I 0 I.5' bfg 1 6 125.2 16.5 15.2 108.7 96
II Sta. 13+UO Final 1 6 125.4 15.3 13.9 110.1 98
12 Sta. I 1+40 2' bfg 1 6 125.1 15.8 14.5 109.3 97
13 Sta. II+30 Final 1 6 126.2 15.7 14.2 110.5 98
Datum: blg =below t7nal grade Gauge ID: 32769
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in-place density and moisture content tests to determine degree of compactor and material
condition.
Terracon 12ep.: .lames C Blackwell
Reported To: Alfredo
Contractor: .IR.I Paving
Report Distribution:
(I) Cily uI Coppell 'ra (I) Preese and Nichols L,c Reviewed By:
(1).IR.IPavinp I,P rICJ.
Test Metl-otls: ASTM DG938
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cieoixn..~-ui-uo, ic,•, ~ Page I of 1