ST0701-LR100202CONCRETE COMPRESSIVE STRENGTH TEST REPORT I= HIM
Report Number: 94091 193.0077 lFerracon
Service Date: 01/25/10 8901 Carpenter Frwy.
Report Date: 02/02/10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client
City of Coppel I TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi n 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1 127 Plant: 6
Truck No.: 7025 Ticket No.: 6365113
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1/2 3 -5
4.3 3 -6
62
58
150.7
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Samples Made By: Terracon
Sample Date:
01/25/10 Sample Time: 1247
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, breezy
Accumulative Yards:
3.5 Batch Size (cy): 3.5
Placement Method:
Direct Discharge
Water Added Before (gal):8
Water Added After (gal): 0
Sample Location:
See Placement Location
Placement Location:
Pavement, inlet strip at Sta. 3 +95
Age at
Area
Compressive
Load S
Test
(sq in)
(psi) Type
126,300 4
(days)
28.27
7
28.27
14
28.27
28
28.27
28
Date
Received
01/26/10
01 /26/ 10
O 1 /26110
01/26/10
Date
Tested
02/01/10
02/08/10
02/22/ 10
02/22/10
Maximum C
Compressive
Load S
Strength Fracture
(Ibs) (
(psi) Type
126,300 4
4,470 2
c Redly Associates LP Senior Project Manager
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.
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REINFORCING STEEL OBSERVATIONS REPORT "Irerracon
Report Number: 94091193.0079
Service Date: 01/27/10 8901 Carpenter Frwy.
Report Date: 02/02/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F-3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Kcith Marvin Coppell Road to Grapevine Creek
PO Box 9475 Coppell, TX
Coppell, TX 75019
Proiect Number: 94091193
PROJECT DATA
Drawings Utilized: SL1.10
Locations /Items Observed: Bridge - Wing Walls at south side, east and west walls
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
X
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Properly Tied
X
Vapor Barrier
Rebar Clean
X
Dowel Bars In Place
X
Welded Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Mechanical Splices
Number of Bars
X
Proper Cover /Clearance
X
Lapped Splices
X
Discrepancies /Comments:
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell "I'x
(1) City al'Cnppell'1'X
(1) Lacy Umisirucliun
(1) City of Coppell Tx
(2) Flalff Assoc Inc Reviewed By:
(1) PacTrust Pacific Really Associates
LP
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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Sa
Senior Project Manager
FIELD DENSITY TEST REPORT
Report Number: 94091 193.0081
iierracon
Service Date: 01/27/10
8901 Carpenter Frwy.
Report Date: 02/02/10
Dallas, TX 75247
214 - 630 -1010 Reg No: -3272
Client
Project
City of Coppell TX
Southwestern Boulevard
Attn: Keitli Marvin
Coppell Road to Grapevine Creek
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum
Mat. Proctor
Laboratory Content Weight Content Compaction
No. Rel'. No. Classification and Description
Test Method ( %) (pcf) ( %) ( %)
1 94091 193.0002 Dark brown clay, with sand
ASTM D698 24.2 94.6 0/ +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) (pef) (pcf) ( %) (pcf) ( %)
8" Seger, B -1
34 Sta. 12 +88 Final 1
6 119.6 25.4 27.0 94.2 100
Gauge ID: 1960
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 malr'•
condition.
Terracon Rep.: Barry Cuble
Reported To: Oscar, Lacy Construction
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell •I'x (1) City of Coppell TX Reviewed By:
(1) City ol'Coppcll '1'x (2) linlff Assoc Inc iIC J.
(1) Lacy C'onsuvctian (1) PacTntst Pncific Renhy Associates LP Senior
Test Methods: ASTM D6938
moisture
ect Manager
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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