ST0301C-LR160928q— # GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
• CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: September 28, 2016 Date Concrete Placed: August 31, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 122
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta/ 141
Location of Placement: Park Rd., S. Bound, Sidewalk at Benson Lane
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
9:12 AM
Cement: 6 Sack
Time Sampled:
9:45 AM
Fly Ash:
Sample Location:
Sidewalk, Park Rd., S. Bound at
7
9/7/16
Benson Ln.
Coarse Aggregate:
Truck / Ticket No:
0000/3523614
Intermediate Aggregate:
Temperature:
9/28/16
Fine Aggregate:
Ambient Range:
84 OF
Admixtures:
Concrete Range:
92 OF
9/28/16
Slump Range (inches):
8.0
Weather Conditions:
Partly Cloudy
2
Time Started:
8:00 AM
Added Water: 0 Gal
Time Completed:
11:45 AM
Fracture Regular
Sample Air Content (%):
4.5
(Unless Noted Otherwise)
'Total Cubic Yards Placed:
7.0
Reauired Strength (Lbs./so.in-)-
3.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 534
7
9/7/16
82,800
2,930
BCR 535
28
9/28/16
101,140
3,580
BCR 536
8.0
28
9/28/16
102,320
3,620
BCR 537
I
H
Hold
I
I
I
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HP
I
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodel1C&,coI)Pelltx.go
Ms. Halie Hernandez - City of Coppell via Email: hbemandez(CbcorrpeIltx.go
Mr. George Marshall - City of Coppell via Email: gmarshallAcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tiseopaving.cOm
GEE
F-3212
4
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.
I" i * GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972
� III I 1 11, � I 111 1� 0 161, ft I
Report Date: September 28, 2016 Date Concrete Placed: August 31, 2016 Standard 6"xl2" Cylinders
Client- City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel. & Coppell Road Concrete Report No.: 123
Contractor: Mel Electric LP Project No.: 215-140
Concrete Supplier and Plant: LMC 956
Location of Placement: Light Pole Foundation Pier
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1261.3000
Time Sample Batched:
Cement:
Time Sampled:
Fly Ash:
Sample Location:
Coarse Aggregate:
BCR 538
Inter -mediate Aggregate:
Truck / Ticket No:
Fine Aggregate:
Temperature:
Admixtures:
Ambient Range:
BCR 539
Concrete Range:
I
Slump Range (inches):
2
Weather Conditions:
Added Water: 0 Gal
Time Started:
4.0
Time Completed:
9/28/16
Sample Air Content
5,250
Total Cubic Yards Placed:
BCR 541
Required Strength (lb-, ko in
12:30 PM
1:20 PM
Light Pole Foundation at SEC of
Bethel Rd. and Hearthstone Ln.
(E.)
0330/76830565
93 OF
99 OF
4.0
Partly Cloudy
12:15 PM
2:45 PM
3.7
5.0
100()
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 538
7
9/7/16
110,531
3,910
BCR 539
28
9/28/16
149,000
5,270
BCR 540
4.0
28
9/28/16
148,400
5,250
BCR 541
_T
H
Hold
I
I
Test Methods Utilized
Fracture
racture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HP
I
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(&,coppelltx.gov
Ms. Halie Hernandez - City of Coppell via Email: hhernandez(a-)coppelltx.gov
Mr. George Marshall - City of Coppell via Email: lmIarshaI1C&coVVelltx.gov
Mr. Robert Caudill - Tisect Paving via Email: rcaudill(&
,tiseopaving.com
Inc. TBPE Firm: F-32
Reviewed
14
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 AE 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
• 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: September 28, 2016 Date Concrete Placed: September 20, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell. Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 127
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta 141
Location of Placement: Bethel Rd. Sidewalk, E. Bound
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number
8272
Cement:
5 Sack
Fly Ash:
Compressive Strength
(Lbs./Sq.1n.)
Coarse Aggregate:
1" CS
Intermediate Aggregate:
7
Fine Aggregate:
79,820
Admixtures:
I
Admix/Aea
2
10/18/16
Added Water:
0 Gal
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
'rime Completed:
Sample Air Content
Total Cubic Yards Placed:
Renuired Strenoth (I.h, I.qn in I-
11:39 AM
12:15 PM
E. Bound Sidewalk, 120'E. of
Park Rd.
0000/3561998
90 OF
96 OF
7.25
Partly Cloudy
9:45 AM
1:30 PM
5.2
20.0
10110
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 555
7
9/27/16
79,820
2,820
BCR 556
28
10/18/16
BCR 557
7.25
28
10/18/16
BCR 558
I
H
Hold
I
I
I
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: RG
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(o)coppelltx.g_ov
Ms. Halic Hernandez - City of Coppell via Email: hhernandez(&,coppelltx.go
Mr. George Marshall - City of Coppell via Email: gmarshall(&coppelltx.go
Mr. Robert Caudill - Tisco Paving via Email: rcaudill(&tis"aving.com
TBPE Firm: F-3212
Reviewed
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 4 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
• ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: September 28, 2016 Date Concrete Placed: September 21, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 128
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta 141
Location of Placement: Sidewalk, E. Bound, Bethel Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
8272
'rime Sample Batched:
9:12 AM
Cement:
5.5 Sack
'rime Sampled:
10:00 AM
Fly Ash:
7
Sample Location:
At W. Property Line of 305
2,850
Includes 1.25 Hrs. Sand By
BCR 560
Bethel Rd.
Coarse Aggregate:
V CS
Truck / Ticket No:
0000/3563944
Intermediate Aggregate:
BCR 561
Temperature:
28
Fine Aggregate:
Ambient Range:
87 OF
BCR 562
I
Concrete Range:
93 OF
Admixtures:
Slump Range (inches):
6.5
Fracture Regular
Admix/Aea
Weather Conditions:
Partly Cloudy
2
Time Started:
6:30 AM
Time Completed:
12:00 PM
Added Water:
5 Gal
Sample Air Content (%):
4.5
Total Cubic Yards Placed:
Mo
Reauired Streneth (Lbs./so.in.):
3.600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 559
7
9/28/16
80,460
2,850
Includes 1.25 Hrs. Sand By
BCR 560
28
10/19/16
Waiting on Concrete Delivery
BCR 561
6.5
28
10/19/16
BCR 562
I
H
Hold
I
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: RGI
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Ro&116(�,copyelltx.gov
Ms. Halic Hernandez - City of Coppell via Email: hhemandez(&coppelltx.gov
Mr. George Marshall - City of Coppell via Email: glrtarshall(a,coppelitx.gov
Mr. Robert Caudill - Tisco Paving via Email: rcaudilIC&tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3211
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 GEEkonsultants, 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.