ST0502A- LR150616-INICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
I MAI
10046 Monroe Drive a Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Age Date
Report Date:
June 16, 2015 Date Concrete
Placed: May 18, 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.: 200
Contractor:
CD Builders
132,700
Project No.: 214-0144
Concrete Supplier and Plant;
Agros I I I
142,520+
5,040+
Location of Placement:
Drive Way -3; Bike Trail
145,400+
5,140+
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Cylinders Made By: CP
Description (Lbs/CuYd)
Noted Otherwise)
Remarks and/or Distribution:- None
Mix Number:
1273
Time Sample Batched:
9:20 AM
Cement:
Time Sampled:
10:10 AM
Sample Location:
Drive Way -3; Bike Trail STA.
Fly Ash:
14+50 to STA.15+60. Intel Top
Coarse Aggregate:
STA. 14+96. Right Bound 10'
Intermediate Aggregate:
W. of N. Bound
Fine Aggregate:
Truck / Ticket No:
4035/1614455
Admixtures:
Temperature:
I
Ambient Range:
78 OF
2
Concrete Range:
84 OF
Added Water:
0
Slump Range (inches):
4.0
Weather Conditions:
Partly Cloudy
Time Started:
8:15 AM
Time Completed:
2:30 PM
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
10
QPniiirpti sarenoth (Lbs./sa.in.): 3600
Specimen Measured
Age Date
TotalLoadCompressive
Strength Remarks
Number Slump (in.)
(Days) Tested
s.)
(Lbs./Sq.1n.)
FPP 765
2 5/20/15
121,540
4,300
FPP 766
7 5/25/15
132,700
4,690
4.0
FPP 767
28 6/15/15
142,520+
5,040+
FPP 768
28 6/15/15 1
145,400+
5,140+
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C- 14�3(U�nless
Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr, Rick Odell - City of Coppell via E-mail: ROdell@coppelltx.90v elltx.gov
Mr, Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@cop_p
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
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 mane 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,
'INICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 16, 2015 Date Concrete Placed: May 15, 2015 Standard 6"x12" Cylinders
Client: city or Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 201
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros 110 Rail
Location of Placement: Columns - Traffic Pedestrian
Source / SSD Batch Wts. OBSERVATION DATA
MATERIALS Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
1251 Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
A.mbient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
0 Time Completed:
Sample Air Content
Total Cubic Yards Placed:
12:30 PM
1:00 PM
Small Columns - Pedestrian Rail
5046/1614579
84 OF
94 OF
4.0
Sunny
8:15 AM
2:30 PM
3.8
2.5
.in.): 4000
n Measured
Specimen Measured
' ecime
p
Date
Age Date
I L
'Iota Load
Total Load
I
Compressive Strength Remarks
(Lbs./Sq.1n.)
, )
Slump
Number Slump (in.)
N mb , mp , in
u Number
Tested
e d
(Days) este
(Lbs.)
(L bs
PP 9
FPP 769
7 5/25/15
106,640
3,770
FPP 770
28 6/15/15
140,180+
4,960+
FPP 771 4.0
28 6/15/15
142,440+
5,040+
FPP772
H Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C -31,C -39,C-143
I (Unless Noted otherwise)
-
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: ROdeIl@coppeIltx-gOv
Mr. Michael Garza - City Of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppclltx-gOv
Mr, Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@mpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
TBPE Firm: F-3212 Reviewed by: Ll--'
GEE Consultants, Inc.
All letters and reports are for the exclusive use of the -cficm to whom they are addressed and shall not be reproduced without the run 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.
INICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Report Date: June 16, 2015
Date Concrete Placed: May 19, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Client: City Of Coppell
Freeport Pkwy from Rub Rd. to Sandy Lake Rd. Concrete Report No.: 202
Project: p y y Project No.: 214-0144
Contractor: CIS Builders
Concrete Supplier and Plant: Agros 110
Location of Placement: Paving, Stamped Concrete
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1043
Time Sample Batched:
10:21 AM
3,940
Time Sampled:
10:50 AM
Cement:
Sample Location:
Stamped Concrete STA. 32+30
Fly Ash:
to 32+80
Coarse Aggregate:
Truck / Ticket No:
4035/1614991
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Ambient Range:
74 OF
Admixtures:
Concrete Range:
89 OF
I
Slump Range (inches):
4.0
2
Weather Conditions:
Cloudy
0
Time Started:
10:00 AM
Added Water:
Time Completed:
12:15 PM
Sample Air Content (°/a):
3.2
Total Cubic Yards Placed:
10
V n ;rari RrrPnoth (Lbs./sa.in.): 3000
Specimen
Number
FPP 773
FPP 774
FPP 775
Measured Age Date
Slump (in.) (Days) Tested
7 5/26/15
4.0
FPP 776 1 _
Test Methods Utilized
ASTM C-31, C-39, C_143
Remarks and/or Distribution:- None
28 6/16/15
28 6/16/15
H Hold
Fracture Regular
(IJnless Noted Otherw
'rota' Load Compressive Strength
(Lbs7Cylinders Made By: CP
143,760+
)
(Lbs./Sq.In.)
3,940
5,090+
5,210
Remarks
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@cdbuilderspr.com
GEE Consultants, Inc. TE?E Firm:F-3212 Reviewed b
Y:
_
flic. The use o
it shall not be
ced
e must
All letters and reports are for the exclusive use of the client to whom thesample addressed
ested and/or observed and areunot necessarily indieadve of the quant t essof apparently dentical oor simiur lar products.
receive our prior written approval. Our letters and reports apply y
G1 * GEOTECHNICAL ENGINEERING
E I -ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive & Dallas, Texas 75229 (214) 352-5433 • Fax (214) 352-6972
Report Date: June 19, 2015 Date Concrete Placed: May 22, 2015 Standard 6NI2' Cylinders
Client: Cily of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 205
Contractor: CD Builders Project No,: 214-0144
Concrete Supplier and Plant: Agros 110
Location of Placement: Bridge, - Traffic Pedestrian Rail
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083
Time Sample Batched:
10:38 AM
Cement:
Time Sampled:
11:10 AM
Fly Ash:
Sample Location:
Traffic Pedestrian Rail, 2
Coarse Aggregate:
5/29/15
Segments Between Bent 2 and
Intermediate Aggregate:
Bent 3.
Truck / Ticket No:
4027/1617013
Fine Aggregate:
Temperature:
Admixtures:
Ambient Range:
62 OF
I
Concrete Range:
74 OF
2
Slump Range (inches):
4.5
Added Water: 0
Weather Conditions:
Cloudy
I
Time Started:
10:00 AM
Fracture Regular
I
Time Completed:
2:00 PM
(Unless Noted Otherwise)
Sample Air Content
3.8
Total Cubic Yards Placed:
10
Renuired Strength (Lbs./so.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 785
7
5/29/15
148,160
5,240
FPP 786
28
6/19/15
150,740+
5,330+
FPP 787
4.5
28
6/19/15
151,240+
5,350+
FPP 788
H
Hold
I
I
Test Methods Utilized
Fracture Regular
I
Cylinders Made By: CP
I
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
All letters and reports arefor 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
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive - Dallas, Texas 75229 - (214) 352-5433 - Fax (214) 352-6972
Report Date: June 19, 2015 Date Concrete Placed: May 22, 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.: 206
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros 110
Location of Placement: Pavement Stamped Concrete Median Nose
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1043
Time Sample Batched:
10:38 AM
Cement:
Time Sampled:
11:10 AM
Fly Ash:
Sample Location:
Pavement Stamped Concrete
Coarse Aggregate:
5/29/15
Median Nose, STA. 30+30 to
Intermediate Aggregate:
STA. 30+60
Truck / Ticket No:
6018/1617037
Fine Aggregate:
Temperature:
Admixtures:
Ambient Range:
63 OF
1
Concrete Range:
74 OF
2
Slump Range (inches):
5.0
Added. Water: 5
Weather Conditions:
Cloudy
Time Started:
10:00 AM
Fracture Regular
Time Completed:
2:00 PM
(Unless Noted Otherwise)
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
10
Rprntirarl fitre.noth (l.hs./sn.in.l'
3000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 789
7
5/29/15
128,580
4,550
FPP 790
28
6/19/15
135,300+
4,790+
FPP 791
5.0
28
6/1.9/15
140,720+
4,980+
FPP 792
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@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 shalt 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.