SS9901-LR060301C
T'
Construction Materials Testing
and Environmental Consulting
Texas CMT Inc.
10044 Monroe Drive
0 Dallas, Texas 75229
(214) 352 -6957 Fax (214) 352 -6972
• www - texascmt.com
REPORT
OF CONCRETE
MIX OBSERVATION
Sample Location:
Report Date:
March 1, 2006
Date Concrete Placed. February 23, 2006
Standard 6 "x12"
Client:
City of Coppell
DLS 95
A.i,a 1t;.27 Square L.ches
Project:
DeForest & Sandy Lake Wastewater
Fine Aggregate:
Concrete Report No 25
64 °F
Lift Stations. Project SS 99 -01
Slump Range (inches):
6"
Contractor
Can -Fer Construction
Cloudy
Project No 205 -0126
Concrete Supplier and Plant: Southern Star 29
Location of Placement: Piers
MATERIALS Source/ SSD Batch Wts. O BSERVATION DATA
Description (Lbs /CuYd)
Mix Number- 7503
Time Sample Batched.
12.35 pm
Cement:
Time Sampled.
01 11 pm
Fly Ash:
Sample Location:
Piers located at east & south of lift station
Coarse Aggregate:
Truck/Ticket No:
8/0954685
5,540
Temperature:
DLS 95
Intermediate Aggregate
Ambient Range:
48 °F
Fine Aggregate:
Concrete Range
64 °F
Admixtures:
Slump Range (inches):
6"
Weather Conditions:
Cloudy
1
Time Started:
12:00 pm
2
Time Completed.
02:00 pm
Added Water 0 gallons
Sample Air Content ( % };
N/A
Total Cubic Yards Placed.
10
Renni—i Qtr anoth !r he /•n in 1
AMA
Specimen
Number
Measured
Slum is
Age
(Days)
Date
Tested
Total Load
Lbs.
Compressive Strength
Lbs. /S .In.
Remarks
DLS 94
7
02/29/06
156,720
5,540
DLS 95
28
03/15/06
6 „
DLS 96
28
03/15/06
DLS 97
H
HOLD
Test Methods Utilized
ASTM C -31,C 39,C -143
Fracture Regular
Unless Noted Otherwise
Cylinders Made B AB
y y
Remarks and /or Distribution:
cc Mr Rick O'Dell - City of Coppell
Mr Todd C Hoff - Canfer Construction Co.
Ms. Erika K. Cooper - Turner, Collie & Braden
Mr Bobby Barr - Onsite cell: 469 -556 -6469
Texas CMT, Inc Reviewed
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