ST0301C-LR160809 (2)G1 a GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214).352-6972
r!"I
Report Date: August 17, 2016 Date Concrete Placed: August 9, 2016 Standard 6"x l2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 117
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Bethel Rd. W. Bound Leave Out at Park Rd.
MATERIALS Source / SSD Batch Wis. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 M/H
Time Sample Batched:
7:21 AM
Cement: 6 Sack
Time Sampled:
8:10 AM
Fly Ash:
Sample Location:
Bethel Rd, W. Bound Leave Out
3
8/12/16
at Park Rd.
Coarse Aggregate:
Truck / Ticket No:
*/28214
Intermediate Aggregate:
Temperature:
8/16/16
Fine Aggregate:
Ambient Range:
85 OF
Admixtures:
Concrete Range:
100 OF
9/6/16
Slump Range (inches):
5.0
Weather Conditions:
Cloudy
2
Time Started:
6:45 AM
Time Completed:
11:00 AM
Added Water: 0 Gal
Sample Air Content
3.3
Total Cubic Yards Placed:
16.0
Test Methods
Re uired Strength (Lbs./sq.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 511
3
8/12/16
66,680
2,360
BCR 512
7
8/16/16
107,200
3,790
BCR 513
5.0
28
9/6/16
BCR 514
28
9/6/16
BCR 515
H
H
Test Methods
Fracture Regular
ASTM C-31,
(Unless Noted Otherwise)
Cylinders Made By: HP
Remarks and/or Distribution: -Plant and Truck Number are Not Available on the Ticket
cc: Mr. Rick Odell - City of Coppell via E-mail: RodcIl(&,coPPclltx,gov
Ms. Halic Hernandez - City of Coppell via Email: hhernandez(a_),coppeIltx.goV
Mr. George Marshall - City of Coppell via Email: gmarshall(a-),coppeIltx.go
Mr. Robert Caudill - Tisco Paving via Email- rcaudilWtiseopaving.com
TBPE Firm: F-3212
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.
GEOTECHNICAL, ENGINEERING
E I* ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 9 Fax (214) 352-6972
Report Date: August 17, 2016 Date Concrete Placed: August 9, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 118
Contractor: Axis Contracting Project No,: 215-140
Concrete Supplier and Plant: Martin Marietta/ 141
Location of Placement: StMped Pavement at E. End and N. End of Bethel Rd. and Hearthstone Ln. (E.)
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
7:31 AM
Cement: 6 Sack
Time Sampled:
8:45 AM
Fly Ash:
Sample Location:
E. End and N. End of Bethel Rd.
3
8/12/16
and Hearthstone Ln. (E.)
Coarse Aggregate:
Truck / Ticket No:
0000/3488647
Intermediate Aggregate:
Temperature:
8/16/16
Fine Aggregate:
Ambient Range:
87 OF
BCR 518
Concrete Range:
99 OF
Admixtures:.
Slump Range (inches):
9.0
Weather Conditions:
Cloudy
2
Time Started:
6:45 AM
Time Completed:
11:00 AM
Added Water: 0 Gal
Sample Air Content
3.1
Total Cubic Yards Placed:
9.0
Test Methods Utilized
Reintired Rtrenoth (I he /en in l
'4600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 516
3
8/12/16
92,560
3,270
BCR 517
7
8/16/16
84,720
3,000
BCR 518
9.0
28
9/6/16
BCR 519
28
9/6/16
BCR 520
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HPI
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- A representative of Axis Contracting was informed about high slump.
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a—)coyve1ltx.JZov
Ms. Halle Hernandez - City of Coppell via Email: hhernandezCa),coppclltx.g
Mr. George Marshall - City of Coppell via Email: gmarshall(&coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&tiseopaving.com
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 fidt 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.