ST0502A- LR150407iNICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report bate: April 7, 2015 Date Concrete Placed: January 8, 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.: 118
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos 4 110
Location oP Placement: Pavement South Bound STA 18+ 50to 19+00
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273
Time Sample Batched:
12:47 AM
Cement:
Time Sampled:
1:15 AM
Fly Ash:
Sample Location:
Pavement
- Coarse Aggregate:
Truck 1 Ticket No:
5018 /1550585
Intermediate Aggregate:
Temperature:
FPP 470
Fine Aggregate:
Ambient Range:
36 OF
tConcrete
Admixtures:
Range:
60 OF
1
Slump Range (inches):
4.5
Weather Conditions:
Partly Cloudy
2
Time Started:
12:00 PM
Added Water:
Time Completed:
5:00 PM
4,550 +
Sample Air Content (%):
3.6
Total Cubic, Yards Placed:
10
Rennired firronoth N hc'/cn in l•
U00
Specimen
Measured
Slump (In.)(Days)
Age
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(LbsJSq.l�.)
RemarksNumber
FPP 469
7
1/15/15
116,080+
4,110+
FPP 470
28
2/5/15
127,620+
4,510+
4,5
FPP 471
28
2/5115
128,5004
4,550 +
FPP 472
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: CP
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell. Phone: 972-304-3679; via F -mail MGarzaC7,coppelltx.gov
Mr. Mitch Holmes - Teague. Nall & Perkins, Phone: 432-312-4205: via [,"-mail: rhohnes('(Nnpine.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via L -rail: fluyando((cdbuilderspr.com
GEE Consultants, Inc TBPE Firm: F-3212 Reviewed by
Ali 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 loueis 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.
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 « (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 7.1, 2015 Date Concrete Plaeed: January 28,2015 Standard 6"xl2" 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.: 125
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: Argos #110
Location of Placement' Piers I -LBridge Stage 2
MATERIALS
Source /
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Date
Tested
Mix Number:
1083
Time Sample Batched:
7:26 AM
Cement:
7
Time Sampled:
9:15 AM
Fly Ash:
Sample Location:
Piers I -L Bridge Stage 2
Coarse Aggregate:
2,25'l 5
Truck ' Ticket No:
4034 ' 1561804
Intermediate Aggregate:
"Temperature:
Ambient Range:
61 OF
Fine Aggregate:
Concrete Range:
62 F
Admixtures:
5,060
Slump Range (inches):
3.5
I
H
Weather Conditions:
Sunny
2
Time Started:
7:00 AM
Added Water:
0
Time Completed:
4:45 PM
Sample Air Content (°to):
3.8
Total Cubic Yards Placed:
7
Reauired Streneth (Lbs./sa.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 497
7
2/4/15
117,900
4,170
FPP 498
28
2,25'l 5
144.2,10
5,100
3
a_5
FPP 499
-)8
2`2 5,'l 5
113,060
5,060
FPP 500
1
H
Hold
Fest Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C: -31,C 39, G.143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell(n�coppelltx.gov>
Mr. Michael Garza - City of Coppell; Phone: 972-304-3679; via F -mail: MGarza(atcoppeiltx.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.cotm
GEE Consultants, Inc. TB11E, Firm: F-3212 Reviewed by:
All letters and tepoits are fill the cvCIneIve use r)f the clieui 10 whom thck ,ire addle"cd ;iud +hnll not be wpwduccd "ahout the full approval nt UA C.onsultanls. Im., the use of our uame must
jeceive our pnor "Itten approtat our looets and reports apply .a[ly to the ,ample tc.ied and ,I ob.erved and are not ncccsarllg mdtcanve of the quauuues of apparently identical or similar products
I I • GEOTECHNICAL ENGINEERING
• ENVIRONMENTALCONSULTING GEE Consultanis, Inc.
• CONSTRUCTION MATERIALS TESTING
10046 Monroe drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report .ate: April 7, 2015 Date Concrete Placed:— —_
l'ebruary2,2015 Standard 6"x12" Cylinders
Client; City of Coppell
Cylinder Cross-sectional Area: 2$.27 Square Inches
Project: Freeport Pkwy from Ruby. Rd. to Sandy Lake Rd.
Contractor: CD Builders inc, Concrete Report No.: 128Project No:: 214-0144
Concrete supplier and Plant:' Argos 4 1 10
Location of Placement: Bridge stage 2
MA`rERIALS
Mix Number:
Cement:
Fly Ash:
Course Aggregate:
Intermediate Aggregate:.
Fine Aggregate:
Admixtures:
1
2
Added Water:
Source /
Description
1083
SSD Batch Wts.
(Lbs/CuYcl)
OBSERVATION DATA
Time Sample Batched
Time Sampled:
Sample Location:
Truck 1 'Ticket No:
Temperature:
Ambient Range:
Concrete Range
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
n..._ - a r-,. 11 — . .
9:55 AM
10:50 AM
Columns; manhole; abutment
Wing wall U elevation
7101/1564870
34 OF
56 OF
3 314
Sunny
10:45AM
4:00 PM
4.8
10
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
'tested(Lbs.)
—J -1e.0
total Load
:au�ugut �>_.uJ./51.1.I.N,).
Compressive Strength
(C,bs./Sq.ln.)
JC7UV
Remarks
FPP509
7
2/9/15
104,160
3,680
FPP510
.,
33,4
28
3/2/15
130,160+
4,600+
FPP511
28
3/2/15
134,740+
4,770+
FPP 512
H
Hold
Fest Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made f3y: CP
.. v...0 1,.., 1— cn �.�� DU I VUtIUp.- iwnc
cc: Rick Odell <ROdell(e coppelltx.gov>
Mr, Michael Garza - City of Coppell. Phone: 972-304-3679; via E' -mail: MGarza(i&oppelltx.gov
Mr. Mitch Holmes - Tea"Lle, Nall & Perkins, Phone: 432-312-4205: via F -mail: mholmes�kripinc.com
Mr. Francisco Luyando - CCI Builders, Inc., Phone: 787-688-8207: via 1/ -mail: fluyartdo(,a-cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm F-3212 Reviewed by:
All letim and reports are for the exclasive ust tit ute Client to whom the} ate addiu,ed and shall not be icptoduced without the full approval of GEE Consultants, Inc The use of our name mus
receive oul phot written approval (htr letters and reports apply only to the sample tested and"'observed and are not necessatd r indicative of tilequantities ora t
q pparentiy identical or sin�jlar produots.
-INICAL, ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive # Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
I
Report - . Date - - Apr il 7, 2015 Date concrete Placed: February 13,2015 Standard 6"xl2" 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.: 133
Contractor: CD Builders inc. Pro.ject No.' 214-0144
Concrete Supplier and Plant: Argos
vocation of Placciflent: Tieboks - Beams - Stage 2; Gobior i; Row 3; -, Gobior 4
MATERIALS Source
SSD Batch Wts. OBSERVATION DATA
Age
(Days)
Description
(LbS/CLIYd)
Compressive Strength
(Lbs./Sq.ln.)
Mix Number: 1083
Time Sample Batched:
10:28 AM
Cement:
Time Sampled:
122,160
4,320
Sample Location:
Tieboks - Beams - Stage 2:
FIv Ash:
28
Gobior 1; Row 3-, Gobior 4
Coarse Aggregate:
Truck (Ticket No:
9024 /1573440
Intermediate Aggregate:
Temperature:
28
Fine Aggregate:
Ambient Range:
60 OF
Admixtures:
Concrete Range:
65 OF
I
Slump Range (inches):
4.25
2
Weather Conditions:
Sunny
Added Water: 0
Time Started:
9:00 AM
Re
Fracture Regular
Fracture Regular
7
t"r'
-7()(7 a:�
'Time completed:
1:00 PM
(Unless -Noted Otherwise)
Sample Air Content
3.6
Total Cubic Yards Placed:
10
p--;-1 Qt—,ith 11 he /,zn in 1-
'1600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 529
7
1/20/15
122,160
4,320
FPP 530
28
3/ 13/ 15
133,5804
4,730 +-
FPP 531
4.25
28
3/1 VI 5
136,620+
4,830
FPP 532
F!
Hold
—
'rest Methods Utilized
Re
Fracture Regular
Fracture Regular
7
t"r'
-7()(7 a:�
Cylinders Made By: CP
ASTM C-31, C-39, (--',-143
(Unless -Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell((koppelltx.oOv>
Mr. Michael Garza - City Of COPPell, Phone: 972-304-3679; via F-rnail: VlGarza(aicoppelltx.00v
Mr, Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205 via F-rnail: niholmes((Oripinc.corn
Mr. Francisco Luyando - " CD Builders, Inc., Phone: 787-688-8207, via E-mail: fluyando((�,cdbuilderspr.conn
4
Reviewed
TBPE Firm: F44t
(YEE Consultants, Inc. -3212 "euseo reproduced without the fall approval of GEE Consultants, Inc. The use of our name must
All letters and ieports are for the exclusive f file client to whom they are addressed and shall not be i
receive our flier written approval Oil, 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 Consultants, Inc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 •
Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: April 7, 2015 Date Concrete Placed February 17,20 15 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project,: Freeport Pkwy frorn Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 134
Contractor: CD Builders Inc, Project No.: 214-0144
Concrete Supplier and Plant: Argos
Location of Placement: Bent 3;, Stage 2; Fly Over Utility/Piers Eleration Colums (Caps Piers)
MATERIALS Source / SSD Batch Wts, OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083
Time Samplc Batched:
9:00 AM
Cement:
Time Sampled:
9:40 AM
FIN, Ash:
Sample Location:
Bent 3; Stage 2; Fly Over
7
2/24/15
Utility/Piers Eleration Colums
Coarse Aggregate:
(Caps Piers)
Intermediate Aggregate:
Truck / Ticket No:
7098 /1574301
Fine Aggregate:
Temperature:
Admixtures:
Ambient Ranee:
35 ;'F
I
Concrete Range:
52 `'F
2
Slump Range (inches):
.5
Added Water: )
Weather Conditions:
Cloudy
Time Started:
8:30 AM
Fracture Regular
Time Completed:
11:45 AM
(Unless 'voted Otherwise)
Sample Air Content (%):
4.8
Total Cubic Yards Placed:
10
Rernrired Strenirth (l,hs./co.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
"Tested
Total Load
(I -hs.)
Compressive Strength
(t.bs./Sq.in.)
Remarks
FAP 533
7
2/24/15
102,980
3,640
FPP 534
28
3/17/15
125,520+
4,440+
FPP 535
5
28
3/17/15
126,1004
4,460+
FPP 536
11
Hold
rest. Methods Utilied
Fracture Regular
Cylinders Made t3y: CP
ASTM C-31. C-39. C- 113
(Unless 'voted 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: MGarzaq( 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: t1uyando@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 ieproduced without the fill 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(ca observed and are not necessarily indicative of the quantities of apparently identical m similar products.