ST0301C-LR160815G1 9 GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive a Dallas, Texas 75229 (214) 352-5433 • Fax (214) 352-6972
Report Date: August 15, 2016 Date Concrete Placed: August 4, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 114
Contractor: Tiseo Paving Project No.: 215-140
Concrete supplier and Plant: Tiseo Paving
Location of Placement: Bethel Rd. W. Bound Lane, Paving
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 M/H
Time Sample Batched:
7:43 AM
Cement: 6 Sack
Time Sampled:
8:25 AM
Remarks
Sample Location:
Station 35+10, towards Curb at N.
Fly Ash:
8/8/16
Side
Coarse Aggregate:
Truck / Ticket No:
*/28152
Intermediate Aggregate:
Temperature:
8/11/16
95,540
Ambient Range:
84 OF
Fine Aggregate:
Concrete Range:
95 OF
Admixtures:
Slump Range (inches):
4.75
1
Weather Conditions:
Clear
2
Time Started:
6:15 AM
Time Completed:
3:15 PM
Added Water: 5 Gal
Sample Air Content (%):
5.0
Total Cubic Yards Placed:
24.0
Test Methods Utilized
R uired Strength (Lbs./sq.m.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 496
4
8/8/16
89,920
3,180
BCR 497
7
8/11/16
95,540
3,380
BCR 498
4.75
28
9/1/16
BCR 499
28
9/1/16
BCR 500
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: -Plant and Truck Number are Not Available on the Ticket
cc: Mr. Rick Odell - City of Coppell via E-mail: RodeIl(a),covPeIItx.g_o
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(ikoopelltx.go
Mr. George Marshall - City of Coppell via Email: wriarshall(a),coppeffix.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillAtiscopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use a£ 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
CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive '11 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: August 15, 2016 Date Concrete Placed: August 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.: 115
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Bethel Rd. W. Bound Lane, Paving
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 M/H
Time Sample Batched:
9:25 AM
Cement: 6 Sack
Time Sampled:
10:05 AM
Remarks
Sample Location:
Station 32+20, towards Curb at N.
Fly Ash:
8/8/16
Side
Coarse Aggregate:
Truck / Ticket No:
*/28164
Intermediate Aggregate:
Temperature:
8/11/16
92,800
Ambient Range:
93 OF
Fine Aggregate:
Concrete Range:
91 OF
Admixtures:
Slump Range (inches):
5.5
1
Weather Conditions:
Clear
2
Time Started:
6:15 AM
Time Completed:
3:15 PM
Added Water: 0 Gal
Sample Air Content (%):
4.6
Total Cubic Yards Placed:
120.0
Test Methods Utilized
Required 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 501
4
8/8/16
86,368
3,060
BCR 502
7
8/11/16
92,800
3,280
BCR 503
5.5
28
9/1/16
BCR 504
28
9/1/16
BCR 505
H
R
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise) —
Remarks and/or Distribution: -Plant and Truck Number are Not Available on the Ticket
cc: Mr. Rick Odell - City of Coppell via E-mail: RodeIl(d),coVl)elltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(&,coppelltx.go
Mr. George Marshall - City of Coppell via Email: gmarshallncoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&,tiseopaving.com
TBPE 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 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
.L —
E ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E-1 * CONSTRUCTION MATERIALS TESTING
E
10046 Monroe Drive 10 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
rff Wilffs ill !,I 'I,
7LIffe-11re =1L
Report Date: August 15, 2016 Date Concrete Placed: August 4, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28,27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 116
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Bethel Rd. W. Bound Lane, Paving
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 M/H
Time Sample Batched:
12:17 PM
Cement: 6 Sack
Time Sampled:
1:05 PM
Remarks
Sample Location:
Station 29+05
Fly Ash:
Truck / Ticket No:
*/28177
Coarse Aggregate:
Temperature:
BCR 507
Intermediate Aggregate:
Ambient Range:
99 OF
89,780
Concrete Range:
96 OF
Fine Aggregate:
Slump Range (inches):
5.0
Admixtures:
Weather Conditions:
Clear
I
Time Started:
6:15 AM
2
Time Completed:
3:15 PM
Sample Air Content (%):
3.7
Added Water: 0 Gal
Total Cubic Yards Placed:
224.0
Renuired Strength (Lbs./sa.in.):
3.600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 506
4
8/8/16
71,420
2,530
BCR 507
7
8/11/16
89,780
3,180
BCR 508
5.0
28
9/1/16
BCR 509
28
9/1/16
BCR 510
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: -Plant and Truck Number are Not Available on the Ticket
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a_),co-ppelltx.go
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a),coppelltx.Rov
Mr. George Marshall - City of Coppell via Email: pmarshall(dcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tiseopaving.com
14M
Inc. TBPE Firm:
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.