ST0003-LR090322CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0075 Irerracon
Servi Date: 03/09/09 8901 Carpenter Frwy, Ste 100
Report Date: 03/22/09 Dallas, TX 75247
214- 630 -1010
Client Project
City of Coppell TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94081163
Material Information Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: IOLI 1504
Supplier: Redi -Mix Concrete
Batch Time: 0907 Plant: 259
Truck No.: 1293 Ticket No.: 25041325
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/09/09 Sample Time: 1025
Ashton L. Varnell
Cloudy, Light Winds
10 Batch Size (cy): 10
Direct Discharge
0
0
East Ruby, eastbound
Pavement, stamped concrete at Ruby,
eastbound and, Halifax, east and
westbound
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
6 2 -4
5.0 3 -6
90
73
145.0
Laboratory Test Data
Set Specimen Diameter
Area
Date
No. ID (in)
(sq in)
Received
1 1 6.00
28.27
03/10/09
1 2 6.00
28.27
03/10/09
1 3 6.00
28.27
03/10/09
Age at Maximum Compressive
Date
Test Load Strength Fracture
Tested
(days) (lbs) (psi) Type
03/16/09
7 96,450 3,410 4
04/06/09
28
04/06/09
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Ashton L. Varnell Started: 0800
Reported To: Finished: 1200
Contractor: Tiseo
Report Distribution:
(1) City orCoppell'I'x (1)1-I11iuZ01111s111c Reviewed By:
(1) l'isco Pawing Comp;my I-EriZ J. Cleveland, P.E.
Senior Project Engineer
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
Page 1 of I
FIELD DENSITY TEST REPORT
Report Number: 94081 163.0076
err
Service Date: 03/10/09
8901 Carpenter
Frwy, Ste 100
Report Date: 03/22/09
Dallas, TX 75247
214 -630 -1010
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake
Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Lab Test Data
Project Requirements
Optimum Max. Lab
Water
Dry Unit
Water
Minimum
Mat. Proctor
Laboratory
Content
Weight
Content
Compaction
No. Ref. No. Classification
and Description
Test
Method
( %)
(pef)
( %)
( %)
1 94081 163.0003 Reddish brown sandy clay
ASTM D698
12.6
116.0
-1/ +4
95
Field Test Data
Probe
Wet
Water
Water
Dry Unit
Percent
Test
Lift / Mat.
Depth
Density
Content Content
Weight
Compaction
No. Test Location
Elev. No.
(in)
(pel)
(pcf)
( %)
(pcf)
( %)
South Bound Lane, Coppell Road
81 Sta, 46 +50
P bfg 1
6
127.4
16.8
15.2
110.6
95
82 Sta. 47 +25
1' bfg 1
6
128.1
17.9
16.2
110.2
95
83 Sta. 47 +25
1' bfg 1
6
127.9
15.4
13.7
f 12.5
97
84 Sta. 49 +50
1' bfg 1
6
126.6
13.9
12.3
112.7
97
85 Sta. 50 +25
P bfg 1
6
127.3
15.8
14.2
1 1 1.5
96.
86 Sta. 51 +00
P bfg 1
6
126.4
13.6
12.1
112.8
97
87 Sta. 52 +00
P bfg 1
6
127.1
13.5
11.9
113.6
98
88 Sta. 52 +75
1' bfg 1
6
126.4
14.2
12.7
112.2
97
89 Sta. 48 +90
P bfg 1
6
126.4
16.0
14.5
110.4
95
90 Sta. 49+40
Final 1
6
126.8
14.2
12.6
112.6
97
91 Sta. 50+00
Final 1
6
127.1
15.5
13.9
111.6
96
92 Sta. 50+50
Final 1
6
126.8
15.8
14.2
111.0
96
93 Sta. 49+00
Final 1
126.8
15.6
14.0
111.2
96
94 Sta. 47+50
Final 1
6
127.5
16.8
15.2
110.7
95
95 Sta. 47+00
Final 1
6
128.3
15.3
13.5
113.0
97
96 Sta. 46+50
Final 1
6
128.6
14.8
13.0
113.8
98
Datum: bfg = below final grade Gauge ID: 35367
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 compaction and material moisture
condition.
Terracon Rep.: Julio R. Perez Started: 0930
Reported To: Contractor Finished: 1700
Contractor: Tiseo
Report Distribution:
(1) City of Coppell 'rx (1) Huitt Zollors Inc Reviewed By:
(1) Tisch faring Congxury
Test Methods: ASTM D6938
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.
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