ST0301C- LR151123G1 e GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 6 Dallas, Texas 75229 • (214) 352-5433 9 Fax (214) 352-6972
I: -
Report Date: Novernber 23, 2015 Date Concrete Placed:
Client: City of Coppell
Project: Bethel, & Coppell Road
Contractor: Iowa Bridge & Culvert Lc.
Concrete Supplier and Plant: LMC 956
Location of Placement: E. Side Rail Pilaster
November 13, 2015 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 36
Project No.: 215-140
MATERIALS Source SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
8:29 AM
Cement:
Time Sampled:
9:16 AM
Fly Ash:
Sample Location:
N. End of E. Rail
7
Truck / Ticket No:
3035/63096749
Coarse Aggregate:
Temperature:
BCR 167
Intermediate Aggregate:
Ambient Range:
55 OF
Fine Aggregate:
Concrete Range:
69 OF
Admixtures:
Slump Range (inches):
4.25
Weather Conditions:
Partly Cloudy
Time Started:
7:30 AM
2
Time Completed:
10:45 AM
Sample Air Content
1.75
Added Water: 5 Gallons
Total Cubic Yards Placed:
6.0
Reauired Strength (Lbs./so.in.)-
3-600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 166
7
11/20/15
139,940
4,950
BCR 167
28
12/11/15
4.25
BCR 168
28
12/11/15
BCR 169
H
H
Test Methods Utilized
Fracture Regular
I
Cylinders Made By: RB
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: RodellAcol)vclltX.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas@COPMIltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(a),coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tiseopaving.co
GEE Consultants, Inc. TBPE 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.
G1 9 GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 40 Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date: November 23, 2015 Date Concrete Placed: November 13, 2015 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 37
Contractor: Iron Concrete Construc. Project No.; 215-140
Concrete Supplier and Plant: Argos 110
Location of Placement: Inlets, E. Side of S. Coppell Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: DI000I083PPJ
Time Sample Batched:
Not Provided on Ticket
Cement:
Time Sampled:
3:20 PM
Remarks
Sample Location:
Inlet in Front of Robortson
Fly Ash:
Truck / Ticket No:
0/01727087
Coarse Aggregate:
Temperature:
BCR 17128
Intermediate Aggregate:
Ambient Range:
66 OF
Fine Aggregate:
Concrete Range:
75 OF
Slump Range (inches):
4.5
Admixtures:
Weather Conditions:
Cloudy
I
Time Started:
1:30 PM
2
Time Completed:
4:45 PM
Sample Air Content
3.25
Added Water: 0 Gallons
Total Cubic Yards Placed:
10
Rennired Strength (I,h-_/-n_in_1-
4200
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 170
7
11/20/15
141,000
4,990
BCR 17128
12/11/15
4.5
BCR 172
28
12/11/15
BCR 173
H
H
Test Methods Utilized -1
Fracture Regular
Cylinders Made By: RB
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
* Time sample hatched is not provided on ticket
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell6koppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(&,coplylltx.gov
Mr. George Marshall - City of Coppell via Email: lzmarshall(d),coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillAtiseopaving.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
E ( • ENVIRONMENTAL CONSULTING
E I + CONSTRUCTION MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date: November 23, 2015 Date Concrete Placed: November 14, 2015 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 38
Contractor: Tiseo Paving Company Inc. Project No.: 215-140
Concrete Supplier and Plant: LINK 956
Location of Placement: Inlet, E. Side of S. Coppell Rd.
MATERIALS Source / SSD Batch Wts.' OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
12:21 PM
Cement: 6 Sack
Time Sampled:
1:01 PM
Remarks
Sample Location:
Inlet at NWC. of 616 and 572 S.
Fl Ash:
Y
11/20/15
Coppell Rd.
Coarse Aggregate:
Truck / Ticket No:
0000/63096790
Intermediate Aggregate:
Temperature:
12/12/15
Ambient Range:
64 of
Fine Aggregate:
Concrete Range:
76 F
Admixtures:
Slump Range (inches):
2.75
1
Weather Conditions:
Partly Cloudy
D
Time Started:
11:00 AM
2
Time Completed:
2:15 PM
Added Water: 10 Gallons
Sample Air Content (%):
No Test
(Unless Noted Otherwise)
Total Cubic Yards Placed:
6
Required Strenath (Lbs./so.in.):
4,200
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 174
6
11/20/15
140,780
4,980
BCR 175
28
12/12/15
BCR 176
2.75
28
12/12/15
BCR 177
D
I H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RG
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: RodelI(CZcoppelltx.aov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a7�coppelltx.aov
Mr. George Marshall - City of Coppell via Email: gmarshall(7a,coppelltx.gov
Mr. Robert Caudill - Tisco, Paving via Email: rcaudill@ti�seopavinr; com
GEE Consultants, 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.