ST0301C- LR160122LILJ 9 GEOTECHNICAL ENGINEERING
E * ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E« CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Report Date: January 122, 2016 Date Concrete Placed: January 14, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 61
Contractor: Axis Contracting, Inc. Project No.: 215-140
Concrete Supplier and Plant: TXI Operation, LP 141
Location of Placement: Stamped Concrete Paving, W. Bound, McNear Dr., 30'E. of S. Coppell Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
10:00 AM
Cement: 6 Sack
Time Sampled:
10:40 AM
Remarks
Sample Location:
McNear Dr., 30' E of S. Coppell
Fly Ash:
1/18/16
Rd.
Coarse Aggregate:
Truck / Ticket No:
01/3140699
Intermediate Aggregate:
Temperature:
1/21/16
141,500
Ambient Range:
60 OF
Fine Aggregate:
Concrete Range:
66 OF
Admixtures:
Slump Range (inches):
4.75
1
Weather Conditions:
Clear
28
Time Started:
9:30 AM
2
Time Completed:
1:30 PM
Added Water:
Sample Air Content
3.4
I
Total Cubic Yards Placed:
26.0
Test Methods Utilized
Required Stren2th (Lbs./su.in.):
5,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
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
BCR 281
28
2/11/16
BCR 282
H
I H
I
I
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),coppelftx-Rov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a),coj2pelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(a),coppelltx-gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill((Ptiseopaving.com
Inc.
Firm: F-3212
Reviewed
1Jt4__
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.
# GEOTECHNICAL ENGINEERING
E * ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
r-*
%JEE Consultants, Inc*
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
ffnewrITKKIMC;1ii - isED=
Report Date: January 22, 2016 Date Concrete Placed: January 14, 2016 Standard 6"xl2" 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
65 OF
Slump Range (inches):
Description
(Lbs/CuYd)
Clear
Mix Number:
8274
Time Sample Batched:
10:34 AM
Cement:
6 Sack
Time Sampled:
11:15 AM
V--A 'ZtrAofh (I he kri in
3.000
Sample Location:
Sidewalk 15'N. of McNear Dr.
Fly Ash:
BCR 285
Truck / Ticket No:
01/3140845
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
I
2
Added Water:
Temperature:
Ambient Range:
61 OF
Concrete Range:
65 OF
Slump Range (inches):
6.75
Weather Conditions:
Clear
Time Started:
9:30 AM
Time Completed:
1:30 PM
Sample Air Content
3.2
Total Cubic Yards Placed:
30.0
V--A 'ZtrAofh (I he kri in
3.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 283
7
1/21/16
128,860
4,560
BCR 284
28
2/11/16
BCR 285
6.75
28
2/11/16
BCR 286
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
I
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 Rtcot)Pelltx.go
Mr. Michelle Matunas - City of Coppell via Email: mrnatunasAcoppelltx-go
Mr. George Marshall - City of Coppell via Email: gmarshallna_coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillatiseopaving.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
ti products.
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 produc s