ST0301C- LR150618 (5)G1 • GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date: June 18, 2015 Date Concrete Placed: June 11, 2015 Standard 6'x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28:27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 02
Contractor: Tesio Paving Project No.: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: Box Culvert
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
1:53 PM
Cement:
Time Sampled:
3:30 PM
Remarks
Sample Location:
N. End Box Culvert
Fly Ash:
Truck / Ticket No:
9168/63091740
Coarse Aggregate:
Temperature:
BCR 6
Intermediate Aggregate:
Ambient Range:
99 OF
Fine Aggregate:
Concrete Range:
97 OF
BCR 7
Slump Range (inches):
2.75
Admixtures:
Weather Conditions:
Partly Cloudy
1
Time Started:
9:00 AM
2
Time Completed:
4:30 PM
Added Water: 10 Gallons
Sample Air Content (%):
3.5
Fracture Regular
Total Cubic Yards Placed:
38.0
(Unless Noted Otherwise)
Rerntirerl ritrencrth (l.he/cn_in_L
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.tn,)
Remarks
BCR 5
7
6/18/15
118,480
4,190
BCR 6
28
7/9/15
BCR 7
2.75
28
7/9/15
BCR 8
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: Rode ll(cr�,coppelltx.gov
Mr. Michelle Matunas - City of Coppellvia Email: mmatunas(a-),coppelltx.ROv
Mr. George Marshall - City of Coppell via Email: Pmarshallra7coppelltx.gov
Mr. Robert Caudill Tiseo Paving via Email: rcaudill(('4tiseo.eom
GEE
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.