ST0301C- LR160330G * GEOTECHNICAL ENGINEERING
E ENVIRONMENTAL CONSULTING GEE
E I* CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 0
Report Date:
March
Client:
City of
Project:
Bethel
Contractor:
Axis G
Concrete Supplier and Plant:
Martin
TE MIX OBSERVATION
Consultants, Inc.
(214) 352-5433 Fax (214) 352-6972
2016 Date Concrete Placed: March 21, 2016 Standard 6"xl2" Cylinders
Road
141
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 78
Project No.: 215-140
MATERIALS
Source /
SSD Batch Wts. OBSERVATION DATA
Intermediate Aggregate:
Truck / Ticket No:
Description
(Lbs/CuYd)
Temperature:
Mix Number:
8274
Time Sample Batched:
3:35 PM
Cement:
6.0 Sack
Time Sampled:
4:20 PM
Fly Ash:
5.25
Sample Location:
30'N. from Building 417, 80'E.
Cloudy
BCR 338
Time Started:
from Inter -Section of Bethel Rd.
Coarse Aggregate:
Measured
Slump (in.)
and S. Coppell Rd.
Intermediate Aggregate:
Truck / Ticket No:
01/3243208
Fine Aggregate:
Temperature:
7
Ambient Range:
65 OF
Admixtures:
Concrete Range:
78 OF
I
Slump Range (inches):
5.25
2
Weather Conditions:
Cloudy
BCR 338
Time Started:
11:30 AM
Added Water: 0 Gal
Time Completed:
6:00 PM
Sample Air Content
3.8
H
Total Cubic Yards Placed:
10.0
Re.cniired Ptromoth (Lhc/sn_in_l
3.600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 336
7
3/29/16
126,600
4,480
BCR 337
28
4/18/16
BCR 338
5.25
28
4/18/16
BCR 339
I
H
H
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: YS
ASTM C-31, C-39, C-143
, (Unless Noted Otherwise)
Remarks and/or Distribution: Late Arrival, Truck Halted for 4 Hours
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(ePcoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(c),coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallAcorryelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a-)tiseopaving.com
X"
Firm: F-3212
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.