ST0301C- LR160209i
GEOTECHNICAL ENGINEERING
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:
February 9, 2016 Date Concrete Placed:
Client:
City of Coppell
Project:
Bethel & Coppell Road
Contractor:
Axis Contracting, Inc.
Concrete Supplier and Plant:
TXI Operation, LP 141
Location of Placement:
S. Coppell Rd., E. Side Sidewalk
January 12, 2016 Standard6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 59
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8272
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water:
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
'rime Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
Required Strength (Lbs./sq.in.):
10:16 AM
10:47 AM
Sidewalk at 20'N. of Approach to
556
01/3136193
51 OF
54 OF
3.25
Clear
8:30 AM
5:00 PM
3.25
10.0
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 270
7
1/19/16
105,600
3,740
BCR 271
28
2/9/16
114,840
4,060
3.25
BCR 272
28
2/9/16
123,440
4,370
BCR 273
H
H
I
I
Test Methods Utilized
Fracture Regular
[(Unless
Cylinders Made By: RB
ASTM C-31, C-39, C-143
Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a),coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasQ) coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(i4coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email- rcaudill(i�tiseopaving.com
Inc.
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, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972
1 11
Report Date: February 9, 2016 Date Concrete Placed: January 12, 2016 Standard 6"x12" Cylinders
Client: City Of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 60
Contractor: Tiseo Paving Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Parking Space at E. Side of S. Coppell Rd. and Intersection of McNear Dr
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596
Time Sample Batched:
Cement:
Time Sampled:
Fly Ash:
Sample Location:
Coarse Aggregate:
Truck / Ticket No:
Intermediate Aggregate:
Temperature
Fine Aggregate:
Ambient Range:
Admixtures:
Concrete Range:
BCR 275
Slump Range (inches):
l
Weather Conditions:
2
Time Started:
Time Completed:
Added Water: 0
Sample Air Content (%):
Total Cubic Yards Placed:
Rennirerl Strenuth fT.hc /en in 1
1:28 PM
2:35 PM
Parking Space at E. Side, 50'N. of
Bethel Rd.
*/28536
64 OF
70 OF
2.75
Clear
8:30 AM
5:00 PM
3.75
8.0
1 Ann
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 274
7
1/19/16
151,300
5,350
BCR 275
28
2/9/16
162,120+
5,730+
2.75
BCR 276
28
2/9/16
165,000+
5,840+
BCR 277
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 cr,coppelltx.aov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(acoppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall cr copyelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(iitiseopaving.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.
-INICAL ENGINEERING
VIRONMENTAL CONSULTING
# CONSTRUCTION MATERIALS TESTING
GEE Consultants, inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: February 10, 2016 Date Concrete Placed: February 2, 2016 Standard 6"xI2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 65
Contractor: Iron Concrete Construction Project No.: 215-140
Concrete Supplier and Plant: Argos #110
Location of Placement: Inlet at Bethel Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: DI000I083PPU
Time Sample Batched:
11:45 AM
Cement:
Time Sampled:
12:25 PM
Remarks
Sample Location:
Inlet at Station 28+96.54, at SE.
Fly Ash:
2/9/16
Comer of Bethel and Hearthstone
Coarse Aggregate:
*Concrete truck arrived I hr late
Ln.
Intermediate Aggregate:
Truck / Ticket No:
0/1771010
Fine Aggregate:
Temperature:
OF
BCR 296
Ambient Range:
64
Admixtures:
Concrete Range:
70 OF
I
Slump Range (inches):
5.5
Weather Conditions:
Clear
2
Time Started:
10:00 AM
Added Water: 0 Gat
Time Completed:
2:00 PM
Sample Air Content
3.2
BCR 298
Total Cubic Yards Placed:
8.0
H
Re uired Strength (Lbs./sq.in.):
4,200
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.) —
Remarks
BCR 295
7
2/9/16
98,040
3,470
*Concrete truck arrived I hr late
than scheduled time
BCR 296
28
3/1/16
5.5
BCR 297
28
3/1/16
BCR 298
H
H
I
Test Methods Utilized
J Fracture Regular
Cylinders Made By: YS
I
ASTM C-31, C-39, C-143
1 (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City Of Coppell via E-mail: Rodell(ibcoppellIx-gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasAconvellIx.gov
Mr. George Marshall - City of Coppell via Email: gmarshallk)coppelltx-go
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a-)tiseoi)aving.com
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.