ST0502A- LR150217• GEOTECHNICAL ENGINEERING
t;EECo►nsultanInc.1 ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
0046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-697-1
GENERAL REPORT SIEVE ANALYSIS
Report Date: Feburary 17,2015 Test Date: December 3,2014
Client: City of Coppell General Report No.: 08
Project: Freeport Pkwy Project No: 214-144
Identification: Sieve Analysis of Road Mixed Material (cement treated)
Method of Test: TEX-101-E Page I of I
Results
S cifications
Tex-DZFT' Item 275 - 2004
Actual Percent P Minimum Percent Passing
Location V/4" Sieve _i/4"Sieve Noe 13/4" Sieve 314 Sieve #4 Sieve
Driveway -3 West Lane 100.0 100.0 75.3 100.0 85.0 60.0
STA 1+70
Driveway 4 West L 100.0 97.4 74.0
STA 3+10
Driveway 3 East Lane 100.0 93.8 64.2
STA 3+30
Driveway 3 East Lane 100.0 100.0 70.8
STA 1+90
Technician: CP
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarzac coppelltx.ggv
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail n1olmes(&,tnpinc,com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207-. via E-mail: fluyando@cdbL]ilderspr.com
,r_ F 3212 hv-
F Con!"��of'�e_ JBPV Firm ' F-_ Reviewed Consultants, Inc. The u
All letters and reports are for d he client to whont they are addressed and shall not he reproduced without the ['oil approval of GEE is" 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 identical or similar products.
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
Report Date: February 18,2014 Date Grout Placed: February 10,20 15 Standard 2"x2" Specimens
Client: City of Coppell
Project: Freeport Pkwy, Grout Report No: 09
Contractor: CD Builders
';rout Supplier and Plant: Commercial Grade Quikrete
Location of Placement: Tiebacks, Gabions 4, row 4, stage 2
OBSERVATION DATA
Time Sample Batched:
1 1 :35
Time Sampled:
11:40
Sample Location:
Tiebacks
Temperature:
FPP 49
Ambient Range:
62°F
Concrete Range:
66°F
Weather Conditions:
Sunny
Slump Range (inches):
NIA
Time Started:
7:OOAM
Time Completed:
2:00 PM
Sample Air Content(%):
N/A
Total Cubic Yards Placed:
2
Required Strength (L.bsJsq.in.):3000
31400
Specimen
Number
Msd. Slump
(Inst
Age
(D vs)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs /S In
Remarks.)
FPP 49
N/A
7
02/17/15
30600
7650
FPP 50
7
02/17/15
30960
7740
FPP 51
'7
02/17/1.5
31400
7850
FPP 52
28
03/10/15
FPP 53
28
03/10/15
FPP 54
28
03/10/15
Test Methods utilized
ASTM CI019, C-39, C -I43
Fracture Regular
(unless Noted Otherwise)
Specimens Made By: CP
Remarks and/or Distribution:
cc: Rick Odell <ROdell@coppelltx,gov>
Mr. Michael Garza - City of Coppell. Phone: 972-304-3679; via E-mail: MGarza(a-coppelltx.gov
Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail mholmes(a)tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail t1uyando@cdbuiiderspr.com
GEE; Consultants, Inc. ^�! -� Reviewed by u—(, �y4o"V f C
All tetters 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 GFE 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 ofapparently identical or siinilar products,
GE01"ECHNICAL ENGINEERING
F'�VIRONMENTAL CONSULTING
E UEE Consultants, Inc.
i E a 'C'ONSTRUCTION NIATERIALSTESTINIG
roe Drive Dallas, lexaS .7-3229 f`ax 1214 352-6,)71'
REINFORCING STEEL PLACEMENT
Report Date: February 16, 2015 Test Date: December 2, 2014
Client: City of Coppell General Report No.: 86
Project Freeport Pkwy Project No.: 214-144
Identification Reinforcing Steel Observation
Method of Test Visual Observation
Page I of I
Results
On December 2,2014 reinforcing steel was observed at the following locations:
Inlet Sta. 13+20 South bound
Inlet Sta. 2+45, 5+45, 7-1-17 North boud
The following discrepancies were noted and called to the attention of Antonio a representative of CDBuilders.
1. Clean the bottom area
2. Fix chair for rebar.
The above discrepancies were corrected as noted.
Technician: CP
cc: Mr. Rick 0 Dell- City of Coppell Via E -Mail: R 0 Dell@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; 12-4205; via E-mail: mholmes@tnpine.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuil(.ierspr.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 re
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.