ST0301C- LR160106G I - GEOTECHNICAL ENGINEERING
E * ENVIRONMENTAL CONSULTING GEE Consultants, inc.
E I# CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
I
Report Date: January 6, 2016 Date Concrete Placed:
Client: City of Coppell
Project: Bethel & Coppell Road
Contractor: Tiseo Paving Company Inc.
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement N. Bound, S. Coppell Rd.
December 9, 2015 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 40
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 Mach/H
Time Sample Batched:
Cement: 6 Sack
Time Sampled:
Total Load
(Lbs.)
Sample Location:
Fly Ash:
Truck / Ticket No:
Coarse Aggregate:
Temperature:
Intermediate Aggregate:
Ambient Range:
Fine Aggregate:
Concrete Range:
BCR 184
Slump Range (inches):
Admixtures:
Weather Conditions:
I
Time Started:
2
Time Completed:
2.0
Sample Air Content (%):
Added Water: 0 Gallons
Total Cubic Yards Placed:
5,440
Required Strength (Lbs./so.in.l:
10:50 AM
10:51 AM
N. End of Culvert
161/3339
62 OF
75 OF
2.0
Cloudy
6:30 AM
5:15 PM
2,8
144.0
4.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 183
5
12/14/15
115,760
4,090
BCR 184
7
12/16/15
125,920
4,450
BCR 185
2.0
28
1/6/16
153,680
5,440
BCR 186
28
1/6/16
149,280
5,280
BCR 187
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
ASTM C-31, C-39, C-143
, (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(ikoppelftx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(CDcolvelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(o),coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(i_btiseopaving.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 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.
* GEOTECHNICAL ENGINEERING
VIRONMENTAL CONSULTING
GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972
Report Date: January 6, 2016 Date Concrete Placed:
Client: City of Coppell
Project: Bethel & Coppell Road
Contractor: Tiseo Paving Company Inc.
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Pavement N. Bound, S. Coppell Rd.
December 9, 2015
Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 41
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 Mach/H
Time Sample Batched:
11:43 AM
Cement: 6 Sack
Time Sampled:
12:10 PM
Remarks
Sample Location:
10' N. of Heath Lane
Fly Ash:
Truck / Ticket No:
197/3350
Coarse Aggregate:
Temperature:
BCR 189
Intermediate Aggregate:
Ambient Range:
69 OF
144,980
Concrete Range:
79 OF
Fine Aggregate:
Slump Range (inches):
3.75
Admixtures:
Weather Conditions:
Partly Cloudy
I
Time Started:
6:30 AM
28
Time Completed:
5:15 PM
2
Sample Air Content
2.9
Added Water: 0 Gallons
Total Cubic Yards Placed:
232.0
I
Pa iirM qtrencrth (l.h- /en in 1-
4.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 188
5
12/14/15
134,420
4,750
BCR 189
7
12/16/15
144,980
5,130
BCR 190
3.75
28
1/6/16
169,880
6,010
BCR 191
28
1/6/16
156,400
5,530
BCR 192
H
H
I
I
Test Methods Utilized
Fracture Regular
C ylinders Made By: HP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(&copI)elltx.gov
Mr. Michelle Matunas - City Of Coppell via Email: mmatunas(i&oVpelltx.yO
Mr. George Marshall - City of'Coppell via Email: gmarshall(d,)coypelltx.9ov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a-_)tiseopaving.com
Inc TBPE Firm: F-3212
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.
9 GEOTECHNICAL ENGINEERING
VIRONMENTAL CONSULTING
GEE Consultants, Inc]
Jtj * CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: January 6, 2016 Date Concrete Placed: December 9, 2015 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 42
Contractor: Tiseo Paving Company Inc. Project No.: 215-140
Concrete Supplier and Plant:
Tiseo Paving
Age
(Days)
Date
Tested
Location of Placement:
Pavement N. Bound, S. Coppell Rd.
BCR 193 5 12/14/15
149,100
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
5,340
BCR 195 2.0 28 1/6/16
Description (Lbs/CuYd)
6,490
BCR 196 28 1/6/16
Mix Number:
2596 Mach/H
Time Sample Batched:
1:17 PM
Cement:
6 Sack
Time Sampled:
Sample Location:
1:45 PM
10'N. of Driveway at 556
Fly Ash:
Truck / Ticket No:
*/3361
Coarse Aggregate:
Temperature;
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(Mcoppelltx.90v
Ambient Range:
73 OF
Intermediate Aggregate:
ov
Concrete Range:
76 OF
Fine Aggregate:
Slump Range (inches):
2.0
Admixtures:
Weather Conditions:
Clear
Time Started:
6:30 AM
Time Completed:
5:15 PM
2
Sample Air Content (1/4):
3.1
Added Water:
0 Gallons
Total Cubic Yards Placed:
320.0
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
BCR 193 5 12/14/15
149,100
5,270
BCR 194 7 12/16/15
150,980
5,340
BCR 195 2.0 28 1/6/16
183,580
6,490
BCR 196 28 1/6/16
180,980
6,400
BCR 197 1 J H
Test Methods Utilized Fracture Regular
Cylinders Made By: HP
ASTM C-31, C-39, C-143 (Unless Noted Oth—ki-,)
Remarks and/or Distribution: Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: godelIAco22elltx-.9_0v
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(Mcoppelltx.90v
Mr. George Marshall - City of Coppell via Email: gg arshaI1&oRPelltx.s
ov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a_,)tiseopaving.com
Remarks
GEE Consultants, Inc. TBPE Firm: F-3212 Keyiewcut uj.
e 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
All letters and reports are for the exclusive use of th
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
E • ENVIRONMENTAL CONSULTING GEE (Con tanInc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive * Dallas, Texas 75229 0 (214) 352-5433 •
Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Compressive Strength Remarks
Report Date:
January 6, 2016 Date Concrete Placed: December 9, 2015
Standard 6"x12" Cylinders
5,650
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Client:
Project:
Bethel & Coppell Road
BCR 201 28 1/6/16 191,180+
Concrete Report No.: 43
215-140
Contractor:
Tiseo Paving Company Inc.
�Fracture
Test Methods Utilized Regular
Project No.:
Concrete Supplier and Plant:
Tiseo Paving
Remarks and/or Distribution:
Location of Placement:
Pavement N. Bound, S. Coppell Rd.
Mr. Michelle Matunas - City of Coppell via Email: mmatunasna eoppelltx.gov
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Description (Lbs/CuYd)
GEE Consultants Inc. TBPE Firm: F-3212 Reviewed by: —
receive
are not necessarily ind indicative approval
All letters and exclusiveof the quantities of appnare tly identicaleorr similar products.
rrwritt n approval.e only to the sample tested and/orsobserved and
Mix Number:
2596 Mach/H
"rime Sample Batched:
2:53 PM
Cement:
6 Sack
Time Sampled:
Sample Location:
3:15 PM
Paving at 40' S. of 536
Fly Ash:
Truck / Ticket No:
199/3375
Coarse Aggregate:
Temperature:
Ambient Range:
71 OF
Intermediate Aggregate:
ConcreteRange:
75 OF
Fine Aggregate:
Slump Range (inches):
3.0
Admixtures:
Weather Conditions:
Partly Cloudy
1
Time Started:
6:30 AM
Time Completed:
5:15 PM
2
Sample Air Content (%):
2.8
Added Water:
0 Gallons
Total Cubic Yards Placed:
432.0
Rprnrire.d Rtrenpth (Lbs./sa.in.):
4,000
Specimen Measured Age Date Total Load
Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.)
(Lbs./Sq.In.)
BCR 198 5 12/14/15 159,600
5,650
BCR 199 7 12/16/15 172,920
6,120
BCR 200 3.0 28 1/6/16 192,280+
6;800+
BCR 201 28 1/6/16 191,180+
6;760+
BCR 202 H
�Fracture
Test Methods Utilized Regular
Cylinders', Made By: HP/YS
ASTM C-31, C-39, C-143 Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a7coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasna eoppelltx.gov
Mr. George Marshall - City of Coppell via Email: amarshall a coppelitx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillktiseopaving.com
,
GEE Consultants Inc. TBPE Firm: F-3212 Reviewed by: —
receive
are not necessarily ind indicative approval
All letters and exclusiveof the quantities of appnare tly identicaleorr similar products.
rrwritt n approval.e only to the sample tested and/orsobserved and
FG• GEOTECHNICAL ENGINEERING
Measured
Slump (in.)
Age
(Days)
E - ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
LE]
-CONSTRUCTION MATERIALS TESTING
BCR 208
10046 Monroe Drive
• Dallas, Texas 75229
• (214) 352-5433
0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
BCR 209
Report Date:
January 7, 2016 Date Concrete Placed: December 10, 2015
Standard 6"x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Bethel & Coppell Road
28
Concrete Report No.: 45
Contractor:
Tiseo Paving Company Inc.
Project No.: 215-140
Concrete Supplier and Plant:
Tiseo Paving
1/7/16
153,710
Location of Placement:
Pavement N. Bound, S. Coppell Rd.
BCR 212
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Description (Lbs/CuYd)
Fracture Regular
Cylinders Made By: HP/YS
Mix Number:
2596 Mach/H
Time Sample Batched:
10:20 AM
Cement:
6 Sack
Time Sampled:
11:10 AM
Fly Ash:
Sample Location:
Station 17+20, 60 to 70' S. of
Cooper Ln,
Coarse Aggregate:
Truck / Ticket No:
*/3400
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Ambient Range:
66 OF
Admixtures:
Concrete Range:
75 OF
Slump Range (inches):
2.0
1
Weather Conditions:
Cloudy
2
Time Started:
7:30 AM
Time Completed:
1:00 PM
Added Water:
0 Gallons
Sample Air Content (%):
2.8
Total Cubic Yards Placed:
120.0
Required Strength (Lbs./scl.in.):
4.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 208
4
12/14/15
113,320
4,010
BCR 209
7
12/17/15
133,660
4,730
BCR 210
2.0
28
1/7/16
162,580
5,750
BCR 211
28
1/7/16
153,710
5,440
BCR 212
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP/YS
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: RodellAcoppelltx.gov
Mr. Michelle Matunas - City or Coppell via Email: mmatunas(a),coppelItx.,-,ov
Mr. George Marshall - City of Coppell via Email: grnarshall(o),coppelltx.gov
Mr. Robert Caudill - Tiseo, Paving via Email: rcaudill(o-)tiseopaving.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 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.
EG -GEOTECHNICAL ENGINEERING
El * ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE ConsultanjLs Inc.
Isf
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
Report Date:
January 6,2016 Date Concrete Placed: December 30, 2015
Standard 6"x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Bethel & Coppell Road
Concrete Report No.: 56
Contractor:
Axis Contracting, Inc.
4,870
Project No.: 215-140
Concrete Supplier and Plant:
TXI Operation, LP 131
28
1/27/16
Location of Placement:
S. Coppell Rd,, Driveways
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Description (Lbs/CuYd)
BCR 260
Mix Number:
8274
Time Sample Batched:
8:27 AM
Cement:
6 Sack
Time Sampled:
9:20 AM
Fly Ash:
Sample Location:
Driveway 110' S. of Heath Ln.
Test Methods Utilized
Fracture Regular
Truck / Ticket No:
131/3123574
Coarse Aggregate:
Temperature:
Intermediate Aggregate:
Ambient Range:
41 OF
Fine Aggregate:
Concrete Range:
56 OF
Slump Range (inches):
4.0
Admixtures:
Weather Conditions:
Clear
Time Started:
8:00 AM
2
Time Completed:
1:00 PM
Sample Air Content (%):
3.3
Added Water:
Total Cubic Yards Placed:
10.0
Re.nnirt-.d qtr,-.noth (I .h- len in l
1600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 258
7
1/6/16
137,640
4,870
BCR 259
28
1/27/16
4.0
BCR 260
28
1/27/16
BCR 261
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
I
ASTM C-31, C-39, C-_1413
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(cbcoppelltx.gov
Mr. Michelle Matunas - City of'Coppell via Email: mmatunas(a_),col)peIItx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(a),coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tiseonaving.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 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.