ST0301C- LR160203GI • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
i t
10046 Monroe Drive A Dallas, Texas 75229 • (214) 352-5433 •
Fax (214) 352-6972
Report Date: February', 3, 2016 Date Concrete Placed: January 4, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel &', Coppell Road Concrete Report No.: 57
Contractor: Axis Contracting, Inc. Project No.: 215-140
Concrete Supplier and Plant: TXI Operation, LP 131
Location of Placement: Driveway Approach 528
Source / SSD Batch Wts.
MATERIALS Description (Lbs/CuYd) OBSERVATION DATA
Mix Number: 8274 Time Sample Batched: 11:37 AM
Cement: 6 Sack Time Sampled: 1:00 AM
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
Require Stren h (Lbs./s .in.):
S. Coppell Rd. Driveway 528
0000/3126500
50 of
60 OF
5.5
Clear
11:00 AM
4:30 PM
Not Tested
10.0
4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 262
7
1/11/16
98,680
3,490
BCR 263
28
2/1/16
135,540
4,790
BCR 264
5.5
28
2/1/16
142,340
5,040
BCR 265
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: YS
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(ckoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas cr,coppelltx.gov
Mr. George Marshall - City of Coppell via Email: RmarshalKkoPyelltx..g
Mr. Robert Caudill - Tiseo Paving via Email: reaudill a,tiseopavin corn
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.
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 OF CONCRETE MIX OBSERVATION
Report Date: February, 3, 2016 Date Concrete Placed: January 6, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 58
Contractor: Axis Contracting, Inc. Project No.: 215-140
Concrete Supplier and Plant: TXI Operation, LP 141
Location of Placement: S. Coppell Rd., E. Side Sidewalk, 40' S. from Heath 1.n.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8272
Cement: 5 Sack
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%}:
Total Cubic Yards Placed:
V-;-1 1 gtrnnoth 11 he /cn in 1
9:32 AM
10:20 AM
S. Coppell Rd., 40' S. from Health
Ln. Right Sidewalk
01/3129784
45 OF
55 OF
5.5
Cloudy
9:00 AM
1:30 PM
3.0
10.0
4 000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 266
7
1/13/16
100,400
3,550
BCR 267
28
2/3/16
120,800
4,270
BCR 268
5.5
28
2/3/16
128,140
4,530
BCR 269
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: YS
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellacoppelltx.aov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(cbcoppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(cicoppelltxjgov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillAtiiseopaving.com
GEE Consultants, Inc TBPE Firm: F-3212 xevtewea ny;
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.