ST0502A- LR150420• GEOTECHNICAL ENGINEERIN(
ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE ConsultanA_
ts, Inc.
0046 'Monroe Dr;ve Dallas, Texas 75229 0 (2141 352-5433 0Fax (214) 352-6972
Report Date: April 20 2015 Date Concrete Placed: March 20, 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.: 141
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos# 1,1.0
Location of Placement: Pavement North Bound
MATERIALS
Source /
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Specimen
Mix Number:
1273
Time Sample Batched:
6:56 AM
Cement:
Remarks
Time Sampled:
7:40 AM
(Days)
Tested
Sample Location:
STA 21+80 Pavement North
Fly Ash:
FPP 561
7 3/27/15
Bound
Coarse Aggregate:
28 4/17/15
Truck / Ticket No:
5017 /1584110
Intermediate Aggregate:
185,420+ 6,560+
Temperature:
H Hold
Fine Aggregate:
Test Methods Utilized
Ambient Range:
54 OF
Admixtures:
(Unless Noted Otherwise)
Concrete Range:
68 OF
1
Slump Range (inches):
2.25
2
Weather Conditions:
Cloudy
Added Water:
0;
Time Started:
6:30 AM
cc: Rick Odell <ROdell@coppelltx.gov5
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@cdbuiiderspr.com
GEE Consultants, Inc TBPE Firm: F-3212 Reviewed by: (/,rte'-f"-�'
All letters and reports are for the exclusive rise of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants Inc The use .F.- 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.
Time Completed: 2:45 PM
Sample Air Content (%): 3.4
Total Cubic Yards Placed: 10
Require Strength (Lbs./s .in.): 3600
Specimen
Measured
Age
Date
Total Load
Compressive Strength
Remarks
Number
Slump (in.)
(Days)
Tested
(Lbs.)
(Lbs./Sq.1n.)
FPP 561
7 3/27/15
112,840+ 3,990+
FPP 562
28 4/17/15
176,420+ 6,240+
2 25
FPP 563
28 4/17/15
185,420+ 6,560+
FPP 564
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: Rick Odell <ROdell@coppelltx.gov5
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@cdbuiiderspr.com
GEE Consultants, Inc TBPE Firm: F-3212 Reviewed by: (/,rte'-f"-�'
All letters and reports are for the exclusive rise of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants Inc The use .F.- 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.
• GEOTECHNICAL ENGINEERING;
x • ENVIRONME�" Tat CONSULTING
GEE CInc.
Z• CONSTRUCTION MATERIALS TESTING 11
f
0046 Monroe Drive Dallas, Texas 75229 •
(214) 3.52-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Measured
Slump (in.)
Report Date:
April 20, 2015 Date Concrete Placed: March 20, 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.: 142
Contractor:
CD Builders Inc.
Project No.: 214-0144
Concrete Supplier and Plant:
Argos# 110
4/17/15
163,940+
Location of Placement:
Pavement North Bound
FPI' 567
3.5
MATERIALS
Source /i SSD Batch Wts.
OBSERVATION DATA
6,480+
Description (Lbs/CuYd)
H
Mix. Number:
1273
Time Sample Batched:
6:56 AM
Cement:
Fracture Regular
Time Sampled:
7:40 AM
Fly Ash:
Sample Location:
STA 19+50 Pavement North
Coarse Aggregate:
Bound
Intermediate Aggregate:
Truck / Ticket No:
1000 /1584288
Fine Aggregate:
Temperature:
Ambient Range:
54 OF
Admixtures:
Concrete Range:
68 OF
1
Slump Range (inches):
3.5
2
Weather Conditions:
Rain Shower
Added Water:
0
Time Started:
6:30 AM
Time Completed:
2:45 PM
Sample Air Content (%):
4.2
Total Cubic Yards Placed:
110
Required Strength (Lbs./sa.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 565
7
3/27/15
111,180+
3,930+
FPP 566
28
4/17/15
163,940+
5,800+
FPI' 567
3.5
28
4/17/15
183,180+
6,480+
FPP 568
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: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelitx.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, Inca 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.