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ENVIRONMENTAL CONSULTI"
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GEE Consultants, Inc.
10046 Monroe Drive 10 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: November 18, 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 (Revised) Concrete Report No,: 31
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
Fly Ash:
Truck / Ticket No:
7060/63096263
Coarse Aggregate:
Temperature:
BCR 142
Intermediate Aggregate:
Ambient Range:
75 OF
Fine Aggregate:
Concrete Range:
90 OF
BCR 143
Slump Range (inches):
10
Admixtures:
Weather Conditions:
Clear
I
Time Started:
11:30 AM
2
Time Completed:
4:45 PM
6,480+
Sample Air Content
N/A
Added Water: 0 Gallons
Total Cubic Yards Placed:
19.0
Retruired Strength (Lhs_/qn_in_)-
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
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
181,320+
6,410+
BCR 144
28
11/17/15
183,100+
6,480+
BCR 145
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FlI
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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((Tcoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email; mmatunasnacol2pelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallnacoppelltx.pov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudilI(&,tiseonavin2.com,
GEE Consultants. Inc. 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.
iNICAL ENGINEERING
GEE Consultan' Inc.
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10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6 , 972
Report Date: November 18, 2015 Date Concrete Placed: October 21, 2015 Standard 6"xI2" 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.: 215-1,40
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:
2:45 PM
Cement:
Time Sampled;
3:15 PM
BCR 146
Sample Location:
2 nd Wall From N. End of Culvert
Fly Ash:
Truck / Ticket No:
3035/63096313
Coarse Aggregate:
Temperature:
7 10/28/15
Intermediate Aggregate:
Ambient Range:
72 OF
Fine Aggregate:
Concrete Range:
91 OF
175020+
Slump Range (inches):
L5
Admixtures:
Weather Conditions:
Clear
I
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
ASTM C-31, C-39, C-143
Required Strength (Lbs./sa.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age Date
(Days) Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 146
5 10/26/15
136,340
4,820
BCR 147
7 10/28/15
144,860
5,120
BCR 148
4.5
28 11/18/15
175020+
6,190+
BCR 149
28 11/18/15
157,840
5,580
BCR 150
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Test Methods Utilized
Fracture Regular
Cylinders Made By: BTI
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellnacoripelftx.gov
Mr. Michelle Matumas - City of Coppell via Email: mmatunas(&,coppel'112i�.oy
Mr, George Marshall - City of Coppell via Email: 2marshallacoop M1lN_.sZov
Mr. Robert Caudill - Tiseo Paving via Email: reaudi I I (iWseovaving. corn
GEE Consultants, 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 lecewe
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.