ST0502A- LR151026G1 • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE ConsulA. tants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 + Fax (214) 352-6972
r i_
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
October 26, 2015 Date Concrete Placed: September 25, 2015 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Bethel & Coppell Road Concrete Report No.: 25
Axis Project No.: 215-140
Txi Operations, Lp #141
Sidewalk
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Compressive Strength
(Lbs./Sq.1n.)
Remarks
Description (Lbs/CuYd)
3
Mix Number:
8272
Time Sample Batched:
2:26 PM
Cement:
5 Sack
Time Sampled:
3:00 PM
83,980
2,970
Sample Location:
W. Sidewalk at Int. Coppell and
Fly Ash:
28
10/23/15
McNear
Coarse Aggregate:
Truck / Ticket No:
0000/1193
Intermediate Aggregate:
10/23/15
Temperature:
3,740
Fine Aggregate:
BCR 115
Ambient Range:
95 OF
H
Concrete Range:
99 OF
Admixtures:
Fracture Regular
Slump Range (inches):
5.5
1
Weather Conditions:
Partly Cloudy
2
Time Started:
12:00 PM
Time Completed:
4:15 PM
Added Water:
0 Gallons
n
Sample Air Content (/o):
4.5
Total Cubic Yards Placed:
30
Required Strength (Lbs./sq.in.):
4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 111
3
9/28/15
83,320
2,950
BCR 112
7
10/2/15
83,980
2,970
BCR 113
5.5
28
10/23/15
120,800
4,270
BCR 114
28
10/23/15
105,740
3,740
BCR 115
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: BT
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: RodelK( ,coppelltx.l;ov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a),coppelltx.aov
Mr. George Marshall - City of Coppell via Email: gmarshall(a),coppelltx.i ov
Mr. Robert Caudill Tiseo Paving via Email: rcaudill(iDtiseopaving.com
Inc.
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
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: October 26, 2015 Date Concrete Placed: October 16, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 30
Contractor: Iowa Bridge & Culvert Lc. Project No.: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: E. Side Box Culvert, Bottom Slab
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
3:09 PM
Date
Tested
Time Sampled:
3:45 PM
Cement:
Sample Location:
Middle Section of Slab
Fly Ash:
Truck / Ticket No:
1417/63096194
Coarse Aggregate:
Temperature:
BCR 137
Intermediate Aggregate:
Ambient Range:
80 OF
OF
144,620
Concrete Range:
85
Fine Aggregate:
Slump Range (inches):
4.0
Admixtures:
Weather Conditions:
Clear
I
Time Started:
8:45 AM
28
Time Completed:
4:30 PM
2
Sample Air Content (%):
3.5
Added Water: 0 Gallons
Total Cubic Yards Placed:
47.5
Re uired Stren h Lbs./s .in.:
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 136
3
10119/15
142,940
5,060
BCR 137
7
10/23/15
144,620
5,120
BCR 138
4.0
28
11/13/15
BCR 139
28
11/13/15
BCR 140
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: BT
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(a7coopelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasAcoppelltx.>;ov
Mr. George Marshall - City of Coppell via Email: gmarshallAcoppelltx.aov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tiseopaving.corn
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.
G1 • GEOTECHNICAL ENGINEERING
E ( • ENVIRONMENTAL CONSULTING
i • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: October 26, 2015 Date Concrete Placed: October 20, 2015 Standard 6"x12" Cylinders
Client: City Of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 32
Contractor: Iowa Bridge & Culvert Lc. Project No.: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: E. Side Box Culvert Walls
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
2:54 PM
Cement:
Time Sampled:
3:30 PM
Remarks
Sample Location:
Southern Most Wall
FI Ash:
Fly
Truck / Ticket No:
7060/63096263
Coarse Aggregate:
Temperature:
BCR 147
Intermediate Aggregate:
Ambient Range:
75 OF
Concrete Range:
90 OF
Fine Aggregate:
Slump Range (inches):
3.0
Admixtures:
Weather Conditions:
Clear
1
Time Started:
11:30 AM
28
Time Completed:
4:45 PM
2
Sample Air Content (%):
NIA
Added Water: 0 Gallons
Total Cubic Yards Placed:
19.0
Reauired Strenath (Lbs./sq.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 146
3
10/23/15
147,760
5,230
BCR 147
7
10/27/15
BCR 148
3.0
28
11/17/15
BCR 149
28
11/17/15
BCR 150
H
1 11
Test Methods Utilized
Fracture Regular
Cylinders Made By: BT
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,conyelltx.l~ov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a),coppelltx.cov
Mr. George Marshall - City of Coppell via Email: gmarshallna,coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudiIKDtiseopavina.com
GEE Consultants, Inc.
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 Date: October 26, 2015 Date Concrete Placed: October 21, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 33
Contractor: Iowa Bridge & Culvert Lc. Project No.: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: Box Culvert Walls
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
2:45 PM
Cement:
Time Sampled:
3:15 PM
Remarks
Sample Location:
2 nd Wall From N. End of Culvert
Fly Ash:
Truck / Ticket No:
3035/63096313
Coarse Aggregate:
Temperature:
BCR 152
Intermediate Aggregate:
Ambient Range:
72 OF
Fine Aggregate:
Concrete Range:
91 OF
BCR 153
Slump Range (inches):
4.5
Admixtures:
Weather Conditions:
Clear
1
Time Started:
1:00 PM
2
Time Completed:
4:30 PM
Sample Air Content (%):
N/A
Added Water: 0 Gallons
Total Cubic Yards Placed:
6.5
Required Strength (Lbs./sq.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 151
5
10/26/15
136,340
4,820
BCR 152
7
10/28/15
BCR 153
4.5
28
11/18/15
BCR 154
28
11/18/15
BCR 155
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: BT
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,copnelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas cr,coyyelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallAcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillAtiseopaving.com
Inc.
12
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.