ST0301C-LR160211G1 • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
February 11, 2016
City of Coppell
Bethel & Coppell Road
Axis Contracting, Inc.
TXI Operation, LP 141
Stamped Concrete Paving,
Date Concrete Placed: January 14, 2016 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 61
Project No.: 215-140
W. Bound, McNear Dr., 30' E. of S. Coppell Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Cement: 6 Sack
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
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:
Required Strength (Lbs./sq.in.):
10:00 AM
10:40 AM
McNear Dr., 30'E of S. Coppell
Rd.
01/3140699
60 OF
66 OF
4.75
Clear
9:30 AM
1:30 PM
3.4
26.0
5,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 278
4
1/18/16
106,600
3,770
BCR 279
7
1/21/16
141,500
5,010
BCR 280
4.75
28
2/11/16
161,580+
5,720+
BCR 281
28
2/11/16
161,640+
5,720+
BCR 282
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
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(a.coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasa co pelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallncoppelltx gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill a tiseopavina.com
No
Inc. TBPE Firm
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.
-INICAL ENGINEERING
IVIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultanis, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 «
Fax (214) 352-6972
Report Date: February 11, 2016 Date Concrete Placed: January 14, 2016 Standard 6"x12 Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road. Concrete Report No.: 62
Contractor: Axis Contracting, Inc. Project No.: 215-140
Concrete Supplier and Plant: TXI Operation, LP 141
Location of Placement: Sidewalk, N. Bound, S. Coppell Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
10:34 AM
Cement: 6 Sack
'Time Sampled:
11:15 AM
Fly Ash:
Sample Location:
'Truck
Sidewalk 15'N. of McNear Dr.
7
/ Ticket No:
01/3140845
Coarse Aggregate:
Temperature:
BCR 284
Intermediate Aggregate:
Ambient Range:
61 OF
Fine Aggregate:
Concrete Range:
65 OF
Slump Range (inches):
6.75
Admixtures:
Weather Conditions:
Clear
1
Time Started:
9:30 AM
2
Time Completed:
1:30 PM
5,480
Sample Air Content (%):
3.2
Added Water:
Total Cubic Yards Placed:
30.0
Require Stren h (Lbs./s .in.):
3,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 283
7
1/21/16
128,860
4,560
BCR 284
28
2/11/16
149,240
5,280
6.75
BCR 285
28
2/11/16
155,060
5,480
BCR 286
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
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(ct�,coppelltx.gov
Mr. Michelle Matures - City of Coppell via Email: mmatunas(a),coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(a7coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(n7�tiseopaving.com
Reviewed
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.