ST0301C- LR151211G1 • GEOTECHNICAL ENGINEERING
C I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: December 11, 2015 Date Concrete Placed: November 13, 2015 Standard 6"x12" Cylinders
Client: City Of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 36
Contractor: Iowa Bridge & Culvert Lc. Project No.: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: E. Side Rail Pilaster
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
8:29 AM
Date
Tested
Time Sampled:
9:16 AM
Cement:
Sample Location:
N. End of E. Rail
Fly Ash:
Truck / Ticket No:
3035/63096749
Coarse Aggregate:
Temperature:
BCR 167
Ambient Range:
55 OF
Intermediate Aggregate:
Concrete Range:
69 OF
Fine Aggregate:
Slump Range (inches):
4.25
Admixtures:
Weather Conditions:
Partly Cloudy
1
Time Started:
7:30 AM
U
Time Completed:
10:45 AM
2
Sample Air Content (%):
1.75
Added Water: 5 Gallons
Total Cubic Yards Placed:
6.0
(Unless Noted Otherwise)
Re wired Strength Lbs./s .in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 166
7
11/20/15
139,940
4,950
BCR 167
28
12/11/15
165,940+
5,870+
BCR 168
4.25
28
12/11/15
167,000+
5,910+
BCR 169
U
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Roden cr coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasacoppelltx.gov
Mr. George Marshall - City of Coppell via Email:arshall(a,)copgE1L1 .gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill tiseopaving.cnm
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
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.
G1 • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive * Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: December 11, 2015 Date Concrete Placed: November 13, 2015
Standard 6"x12" Cylinders
Ci of Coppell
Client: City ppe
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 37
Project: Bethel & Coppell Road
Project No.: 215-140
Contractor: Iron Concrete Construc.
Concrete Supplier and Plant: Argos 110
Inlets, E. Side of S. Coppell Rd.
Location of Placement:
Source / SSD Batch Wts.
OBSERVATION DATA
MATERIALS Description (Lbs/CuYd)
Mix Number: D10001083PPJ
Time Sample Batched:
Not Provided on Ticket
3:20 PM
Time Sampled:
Cement:
Sample Location:
Inlet in Front of Robortson
Fly Ash:
Truck / Ticket No:
0/01727087
Coarse Aggregate:
Temperature:
Ambient Range:
66 OF
Intermediate Aggregate:
Concrete Range:
75 OF
Fine Aggregate:
Slump Range (inches):
4.5
Admixtures:
Weather Conditions:
Cloudy
Time Started:
1:30 PM
1
Time Completed:
4:45 PM
2
Sample Air Content CIO:
3.25
Added Water: 0 Gallons
Total Cubic Yards Placed:
10
Re utred Stren h Lbs./s .in.:
4,200
Date
Specimen Measuredf(Da
Total Load Compressive Strength
Remarks
Number Slump (in.) Tested
(Lbs.) (Lbs./Sq.In.)
BCR 170 11/20/15
141,000 4,990
BCR 171 12/11/15
170,060+ 6,020+
4.5 12/11/15
BCR 172
170,640+ 6,040+
BCR 173 H
Test Methods Utilized Fracture Regular
Cylinders Made By: RB
ASTM C-31, C-39, C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
* Time sample batched is not provided on ticket
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodel1&oRMlltx.e0v
Mr. Michelle Matunas - City of Coppell via Email: mmatunasna
coppelltx cov
Mr. George Marshall - City of Coppell via Email: g_marshaIJ
copnelltx.cov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudili(&�,tiseopaving.eom
GEE Consultants, Inc. TBPE Firm: -
321L at of GEE All letters and
orreports
writt naafi ooval e Ourllettersuse
and eportsclient
apply only o the sample tested and/or observed andreproduced
are not necessarily the
ind indicativefull
of the quantities of apparently aidentical or similar products. receive