ST0502A- LR150414• GEOTECHNICAL ENGINEERING
El -ENVIRONMENTAL CONSULTING
10046 Monroe Drive
CTION MATERIALS TESTING
Dallas, Texas 75229
Consultants,
(214) 352-5433
Fax (214) 352-6972
REPORT OF CONCRETE MIN" OBSERVATION
Measured
Slump (in.)
Report Date:
June 26, 2015 Date Concrete Placed: April 15, 2015
Standard 6NIT' Cylinders
Client:
City of Co ell Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Concrete Report No.: 171
Contractor:
CD Builders Inc.
Project No,: 214-0144
Concrete Supplier and Plant:
Argos #110
Location of Placement:
Rail Post Bridge Stage 2; 2 Section N. of S. Abutment
161,380
MATERIALS
Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
1273 Time Sample Batched:
8:21 AM
Cement:
Time Sampled:
8:45 AM
Fly Ash:
Sample Location:
Rail Post Bridge Stage 2; 2
Coarse Aggregate:
164,200
Section N. of S. Abutment,
Intermediate Aggregate:
FPP 672
Decel Lane S. Bound STA.
Fine Aggregate:
Hold
12+60 to 13+10; Inlet Top
Admixtures:
STA. 15+00
1
Truck / Ticket No:
5017/1599215
(Unless Noted Otherwise)
Temperature:
2
Ambient Range:
58 OF
Added Water:
0 Concrete Range:
70 OF
Slump Range (inches):
5.0
Weather Conditions:
Cloudy
Time Started:
8:00 AM
Time Completed:
11:00 PM
Sample Air Content
3.8
Total Cubic Yards Placed:
10
Rennired qtrenoth (1,h, /qn in )-
1600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 669
7
4/22/15
124,940
4,420
FPP 670
28
5/13/15
161,380
5,710
5.0
FPP 671
28
5/13/15
164,200
5,810
FPP 672
H
Hold
Test Methods Utilized
Fracture Regulat ,
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
I
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:
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 out 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 quantifies of apparently identical or similar products.
* GEOTECHNICAL ENGINEERING
E -ENVIRONMENTAL CONSULTING
7F e CONSTRUCTION MATERIALS TESTING
Consultants,
10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant;
Location of Placement:
June 26, 2015 Date Concrete Placed: May 27, 2015 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 208
CD Builders Project No.: 214-0144
Agros 1110
Paving - Bike Trail
MATERIALS
Source /
SSD Batch Wts. OBSERVATION DATA
Remarks
FPP 797
Description
(Lbs/CuYd)
107,560
Mix Number:
1043
Time Sample Batched:
10:31 AM
Cement:
141,480
Time Sampled:
11:15 AM
Fly Ash:
4.5
Sample Location:
Bike Trail STA 18+10 to 19+30
Coarse Aggregate:
Truck / Ticket No:
7102/1617556
Intermediate Aggregate:
145,100
Temperature',
Fine Aggregate:
H
Ambient Range:
70 OF
Concrete Range:
78 OF
Admixtures:
Slump Range (inches):
4.5
I
Weather Conditions:
Sunny
2
Time Started:
7:30 AM
Added Water:
0
Time Completed,
12:00 PM
Sample Air Content
3.6
Total Cubic Yards Placed:
10
Required Strength (Lbs./so.in.):
3600
Specimen
Number
Measured Age
Slump (in.) (Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n,)
Remarks
FPP 797
7
6/3/15
107,560
3,800
FPP 798
28
6/24/15
141,480
5,000
4.5
FPP 799
28
6/24/15
145,100
5,130
FPP 800
H
Hold
I
Test Methods Utilized Fracture Regular
I
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@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: (,ZtVt:Lf
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.
G * GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
June 26,'2015 Date Concrete Placed: May 28, 2015 Standard 6"x12" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy from Rutty Rd. to Sandy Lake Rd. Concrete Report No.: 209
CD Builders Project No.: 214-0144
Agros 110
Median Nose - Stamped Concrete STA. 29+00 to 29+50
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
1043
0
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
8:28 AM
9:15 AM
Median Nose - Stamped
Concrete STA. 29+00 to 29+50
4034/1618142
Ambient Range: 74 OF
Concrete Range:
78 OF
Slump Range (inches):
3.75
Weather Conditions:
Mostly Cloudy
Time Started:
7:30 AM
Time Completed:
12:00 PM
Sample Air Content
3.6
Total Cubic Yards Placed:
10
Re wired Stren th (Lbs./sq.m.): 3000
Date Total Load Compressive Strength
Specimen Measured Age Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.1n.)
FPP 801 7 6/4/15 117,720 4,160
FPP 802 3.75 28 (1/25/15 132,880 4,700
FPP 803 28 6/25/15 137,320 4,860
FPP 804 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.90V
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:
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 t approval of GEE Consultants, Inc. The use of our name must
receive out 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 produem
FG_ * GEOTECHNICAL ENGINEERING
E 9 ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E• CONSTRUCTION MATERIALS TESTING
]
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 29, 2015 Date Concrete Placed: June 1, 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.: 210
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros 110
Location of Placement: Median Nose - Stamped Concrete STA. 11+10 to 11+60
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1043
Time Sample Batched:
9:15 AM
Cement:
Time Sampled:
9:55 AM
Fly Ash:
Sample Location:
Median Nose - Stamped
7
6/8/15
Concrete STA. 11+10 to 11+60
Coarse Aggregate:
Truck / Ticket No:
1698/1619068
Intermediate Aggregate:
Temperature:
6/29/15
Fine Aggregate:
Ambient Range:
69 OF
Admixtures:
Concrete Range:
80 OF
I
Slump Range (inches):
3.0
2
Weather Conditions:
Mostly Cloudy
Added Water: 0
Time Started:
8:00 AM
Time Completed:
12:30 PM
Fracture Regular
Sample Air Content (%):
3.6
(Unless Noted Otherwise)
Total Cubic Yards Placed:
10
0---i qt,Pnoth (I hz I -,n in
)- '1000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 805
7
6/8/15
98,940
3,500
FPP 806
28
6/29/15
130,480
4,620
FPP 807
3.0
28
6/29/15
133,460
4,720
FPP 808
H
Hold
Test Method!
T
Fracture Regular
Cylinders Made By: CP
ASTM C-31,
(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@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
TBPE Firm: F-3212 Reviewed by:
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
reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
GEE Consultants, Inc.
All letters and reports are for the exclusive
receive our prior written approval. Our letters