ST0502A- LR150521INICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: May 21, 2015 Date Concrete Placed: April 22, 2015 Standard 6"xI2" 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.: 175
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement: Paving Driveway -5; Inlet Top STA. 13+70 Rail Trail Bridge Stage 2, 2 Segments Between Abutment
and Bent 3.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273
Time Sample Batched:
7:47 AM
Cement:
Time Sampled:
8:15 AM
Fly Ash:
Sample Location:
Paving Driveway -5; Inlet Top
Coarse Aggregate:
4/24/15
STA. 13+70 Rail Trail Bridge
3,700
Stage 2, 2 Segments Between
Intermediate Aggregate:
7
Abutment and Bent 3.
Fine Aggregate:
Truck / Ticket No:
7098/ 1603355
Admixtures:
Temperature:
28
I
Ambient Range:
63 OF
2
Concrete Range:
72 OF
Added Water: 0
Slump Range (inches):
4.5
5,340
Weather Conditions:
Sunny
Fracture Regular
Time Started:
7:30 AM
(Unless Noted Otherwise)
Time Completed:
2:50 PM
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
10
Reauired Strenath (Lbs./sq.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 685
2
4/24/15
104,720
3,700
FPP 686
7
4/29/15
132,380
4,680
FPP 687
4.5
28
5/20/15
145,100+
5,130+
FPP 688
28
5/20/15
1 150,840
5,340
1
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: Rick Odell <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 by: _Zlio Z,
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 I* ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
A- —
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 6 (214) 352-5433 Fax (214) 352-6972
Report Date: May 21, 2015 Date Concrete Placed: April 22, 2015 Standard 6"N12" 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.: 176
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos 9110
Location of Placement: Pavement Decel. Lane STA. 12+00 to 13+00 Southbound. Driveway -3, Connection with Northbound.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273
Time Sample Batched:
12:34 PM
Cement:
Time Sampled:
1:20 PM
Fly Ash:
Sample Location:
Pavement Decel. Lane STA.
Coarse Aggregate:
4/29/15
12+00 to 13+00 Southbound.
Intermediate Aggregate:
Driveway -3, Connection with
Fine Aggregate:
28
Northbound.
Admixtures:
Truck / Ticket No:
1098 /1603747
FPP 691
Temperature:
28
5/20/15
Ambient Range:
72 OF
2
Concrete Range:
80 OF
Added 'Water: 0
Slump Range (inches):
4.25
Weather Conditions:
Cloudy
Fracture Regular
Time Started:
7:30 AM
(Unless Noted Otherwise)
Time Completed:
2:50 PM
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
110
Re uired Strength (Lbs./sq.in
): 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 689
7
4/29/15
128,820
4,560
FPP 690
4.25
28
5/20/15
137,060+
4,850+
FPP 691
28
5/20/15
152,180+
5,380+
FPP 692
H
I Hold
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: CPI
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <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 by: �=ZL,4tf
Z�
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 usof our name must
receive our prior written approval. Out 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.