ST0502A- LR150505G1- GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E CONSTRUCTION MATERIALS TESTING
GEE ConsultanA. ts, Inc.
10046 Monroe Drive a Dallas, Texas 75229 0 (214) 352-5433 9 Fax (214) 352-6972
Report Date: May 5, 2015 Date Concrete Placed: April 24, 2015 Standard 6"x12'" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 180
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement: Inlet Curb
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Tine Aggregate:
Admixtures:
1
2
Added Water: 0
Specimen
Number
FPP 693
FPP 694
FPP 695
FPP 696
Measured
Slump (in.)
4.0
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:
7:22 AM
8:0 AM
Inlet Curb STA. 13+70; Decel
Lane North Bound STA. 8+20
to 9+00
1038 /1604387
65 OF
72 OF
4.0
Sunny
7:00 AM
12:15 PM
3.4
10
3600
Age Date Total Load Compressive Strength Remarks
(Days) Tested (Lbs.) (Lbs./Sq.ln.)
7 5/1/15 126,160 4,460
28 5/22/15
28 5/22/15
H Hold
Test Methods Utilized Fracture Regular
_ ASTM C-31, C-39, C-143 (Unless Noted Otherwise
Remarks and/or Distribution:- None
Cylinders Made By: CP
cc: Mr. Rick Odell - City of Coppell via E-mail: ROdell@coppelltx.gov
Mr. Michael. Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins; Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc.
TBPE Firm: F-3212 Reviewed b
name must
All letters and reports
s 7e for
.thour letters and reports client
apply only to the saare
addressed
ted andand
or shall
lrservedot eandrareunoa necessarily indicatut me run ive of he quantifiesoval 01 GEE ptparentlyTidentical orhe use of sim lar products.
receive our prior written pp
G1- GEOTECHNICAL ENGINEERING
E I • 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: May 5, 2015 Date Concrete Placed: April 27, 2015 Standard 6"xl2" Cylinders
Client: City Of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 181
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement: Pavement Median Crossing STA. 12+10 to 12+70
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
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:
Reouired Strength (Lbs./sci.in.)
7:20 AM
8:25 AM.
Pavement Median Crossing
STA. 12+10 to 12+70
5046/ 1604785
64 OF
78 OF
3.0
Cloudy
7:00 AM
11:00 AM
4.0
10
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 697
7
5/4/15
124,960
4,420
FPP 698
28
5/25/15
FPP 699
3.0
28
5/25/15
FPP 700
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C;-143
(unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: ROdell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpine.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@edbuilderspr.com
GEE Consultants, Inc TBPE Firm: F-3212 Reviewed by: 1�
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 or GEE Consultants Inc The use of ur 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.