ST0301 C- LR151113-INICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
November 13, 2015 Date Concrete Placed:
City of Coppell
Bethel & Coppell Road
Iowa Bridge & Culvert Le.
LMC 956
E. Side Box Culvert, Bottom Slab
October 16, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 30
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
3:09 PM
Cement:
Time Sampled:
3:45 PM
Remarks
Sample Location:
Middle Section of Slab
Fly Ash:
Truck / Ticket No:
1417/63096194
Coarse Aggregate:
Temperature:
BCR 137
Intermediate Aggregate:
Ambient Range:
80 OF
144,620
Concrete Range:
85 OF
Fine Aggregate:
Slump Range (inches):
4.0
Admixtures:
Weather Conditions:
Clear
I
'rime 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
I
Reouired Strenath (Lbs./sci.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 136
3
10/19/15
142,940
5,060
BCR 137
7
10/23/15
144,620
5,120
BCR 138
4.0
28
11/13/15
169,780
6,010
BCR 139
28
11/13/15
177,600
6,280
BCR 140
1 H
J H
I
I
I
Test Methods Utilized
I Fracture Regular
Cylinders Made By: BT
ASTM C-31, C-39, C-143
I (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellacoppelltx-gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasOlcoppelltx-go
Mr. George Marshall - City of Coppell via Email: gmarshallAcoppeI�Itxov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@.tiseot)aving
Inc TBPE
12
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. Out 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 GEE Consultants, Inc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive + Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: November 13, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Bethel & Coppell Road (Revised)
Contractor:
Iowa Bridge & Culvert Lc.
Concrete Supplier and Plant:
LMC 956
Location of Placement:
E. Side Box Culvert Walls
October 20, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 31
Project No.: 215-140
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
Fly Ash:
Truck / Ticket No:
7060/63096263
Coarse Aggregate:
Temperature:
BCR 142
Intermediate Aggregate:
Ambient Range:
75 OF
162,080
Concrete Range:
90 OF
Fine Aggregate:
Slump Range (inches):
3.0
Admixtures:
Weather Conditions:
Clear
I
Time Started:
11:30 AM
28
Time Completed:
4:45 PM
2
Sample Air Content (%):
N/A
Added Water: 0 Gallons
Total Cubic Yards Placed:
19.0
Require Strength Lbs./s .in.:
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 141
3
10/23/15
147,760
5,230
BCR 142
7
10/27/15
162,080
5,730
BCR 143
3.0
28
11/17/15
BCR 144
28
11/17/15
BCR 145
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,coyyelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(&,,coplpelltx.eov
Mr. George Marshall - City of Coppell via Email: gmarshall(ckoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudilK( tiseonavina.com
GEE Consuftants2 Inc. TI3PE Firm: F-3212 Reviewed by:
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
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE ConsulA. tants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report mate: November 13, 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 (Revised) Concrete Report No.: 32
Contractor: Iowa Bridge & Culvert Lc. Project No.: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: Coppell Rd. E. Side Box Culvert Walls
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water: 0 Gallons
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:
RPrmired Strength (Lbs./sa.in.
2:45 PM
3:15 PM
2 nd Wall From N. End of Culvert
3035/63096313
72 OF
91 OF
4.5
Clear
1:00 PM
4:30 PM
N/A
6.5
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 146qC-143
10/26/15
136,340
4,820
BCR 147
10/28/15
144,860
5,120
BCR 148
11/18/15
BCR 149
11/18/15
BCR 150
H
Regular
Noted Otherwise)
Cylinders Made By: BT
Test Methodsure
ASTM C-31,ss
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a7coppelltx.aov
Mr. Michelle Matunas - City of Coppell via Email: turn ias(a)coppelltx. ov
Mr. George Marshall - City of Coppell via Email: gmarshall@copUe11-11 ~ov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill@tiseopavin�.com
GEE Consultants, Inc. TBPE Firm: F-3212 Kevieweo uv; r 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
G I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive + Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
Report Date: November 13, 2015 Date Concrete Placed: October 27, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road (Revised) Concrete Report No.: 33
Contractor: Iowa Bridge & Culvert Le. Project No.: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: Coppell Rd. E. Side Box Culvert Walls
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
2:16 PM
Cement:
Time Sampled:
3:26 PM
Remarks
Sample Location:
Middle Wall
FI Ash:
Y
Truck / Ticket No:
3011/63096368
Coarse Aggregate:
Temperature:
BCR 152
Intermediate Aggregate:
Ambient Range:
79 OF
118,960
Concrete Range:
85 OF
Fine Aggregate:
Slump Range (inches):
3.5
Admixtures:
Weather Conditions:
Clear
1
Time Started:
12:00 PM
28
Time Completed:
4:15 PM
2
Sample Air Content (%):
NIA
Added Water: 0 Gallons
Total Cubic Yards Placed:
19.0
Require Strength Lbs./s .in.:
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 151
3
10/30/15
113,340
4,010
BCR 152
7
11/3/15
118,960
4,210
BCR 153
3.5
28
11/24/15
BCR 154
28
11/24/15
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(cr-%coPPelltx.gov
Mr, Michelle Matunas - City of Coppell via Email: mmatunas�a,coyyelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(cr�conpelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillna tiseonaving.com
Inc.
12
Reviewed
All tetters 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.
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
November 13, 2015 Date Concrete Placed: November 3, 2015 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Bethel & Coppell Road (Revised) Concrete Report No.: 34
Iowa Bridge & Culvert Lc. Project No.: 215-140
LMC 956
Coppell Rd. Box Culvert Top Slab at E. Side
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Compressive Strength
(Lbs./Sq.In.)
Remarks
Description (Lbs/CuYd)
3
Mix Number:
1701
Time Sample Batched:
10:00 AM
Cement:
'Time Sampled:
10:53 AM
135,240
4,780
Sample Location:
10'N. from S. End of Slab
Fly Ash:
Y
28
Truck / Ticket No:
7003/63096474
Coarse Aggregate:
Temperature:
Intermediate Aggregate:
12/1/15
Ambient Range:
68 OF
BCR 160
Concrete Range:
75 OF
Fine Aggregate:
Slump Range (inches):
3.25
Admixtures:
Fracture Regular
Weather Conditions:
Cloudy
1
Time Started:
8:00 AM
'rime Completed:
1:30 PM
2
Sample Air Content (%):
3.75
Added Water:
10 Gallons
Total Cubic Yards Placed:
19.0
Required Strength (Lbs./su.in.):
4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 156
3
11/6/15
125,140
4,430
BCR 157
7
11/10/15
135,240
4,780
BCR 158
3.25
28
12/1/15
BCR 159
28
12/1/15
BCR 160
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rode11(a),coppelltx.Roy
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a�,coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gm arshall(a)coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: reaudill(attiseopaving.com
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, mc. t ne use or our nano �n receive
our prior written approval. our tetters 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 GEE
E I* CONSTRUCTION MATERIALS TESTING
Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Measured
Slump (in.)
Report Date:
November 13, 2015 Date Concrete Placed: November 9, 2015
Standard 6"x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Bethel & Coppell Road
11/12/15
Concrete Report No.: 35
Contractor:
Iowa Bridge & Culvert Le.
BCR 162
Project No.: 215-140
Concrete Supplier and Plant:
LMC 952
Location of Placement:
Rail Wall
4.75
28
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
BCR 164
Description (Lbs/CuYd)
28
12/7/15
Mix Number:
1701
Time Sample Batched:
8:22 AM
Cement:
H
Time Sampled:
9:25 AM
Sample Location:
Rail Wall at 10'N. of S. End
Fly Ash:
Test Methods Utilized
Truck / Ticket No:
1417/62988894
Coarse Aggregate:
(Unless Noted, Otherwise)
Temperature:
Intermediate Aggregate:
Ambient Range:
57 OF
Concrete Range:
73 OF
Fine Aggregate:
Slump Range (inches):
4.75
Admixtures:
Weather Conditions:
Cloudy
Time Started:
7:15 AM
Time Completed:
12:15 PM
2
Sample Air Content (1/o):
4.25
Added Water:
10 Gallons
Total Cubic Yards Placed:
9.0
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 161
3
11/12/15
126,280
4,470
BCR 162
7
11/16/15
BCR 163
4.75
28
12/7/15
BCR 164
28
12/7/15
BCR 165
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
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_),col)pelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a
)co2psi �txov
Mr. George Marshall - City of Coppell via Email: gmar_shaIlQcovyeIltx.
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(ittiseongyingsm
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b : -
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.