ST0502A- LR150527 (3)(; I . GEOTECHNICAL ENGINEERING
E I - ENVIRONMENTAL CONSULTING
E I -CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: May 27, 2015 Test Date: May 19, 2015
Client: City of Coppell General Report No.: 128
Project Freeport Parkway Project No.: 214-144
identification Reinforc:ing Steel Observation
Method of Test Visual Observation Pae I of I
Results
On May 19, 2015 reinforcing steel was observed at the following locations:
1) Stamped Concrete STA, 32+30 to 324-80
The following discrepancies were noted and called to the attention of Antonio, representative of CD Buil
1) Clean existing concrete for a good connection.
2) Supplemented with rebar support
The above discrepancies were corrected as noted.
Technician: CP
cc: 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
Mr. Rick Odell - City of Coppell via E-mail: ROdell@coppelltx.gov
GEE Consultants, Ine. TBPE Firm: F-3212 Reviewed b
e addressed and shall not be reproduced without the full approval of4EE(—Consultants . esintuse of
All letters and reports are lot me exclusive use of the client to whom they are he sample tested and /orobserved and are not necessarily indicativeofthe quantities of apparently
our name must receive our prior written approval, Our letters and reports apply only to I
identical or similar products.
'INICAL ENGINEERING
VIRONMENTAL CONSULTING
9 CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REINFORCING 'STEEL PLACEMENT
Report Date: May 27, 2015 Test Date: May 20, 2015
Client: City of Coppell General Report No.: 129
Project Freeport Parkway Project No.: 214-144
Identification Reinforcing Steel Observation
Method ofTest Visual Observation
Page lofl
Results
On May 20, 2015 reinforcing steel was observed at the following locations:
1) Bridge - Rail between the trail and road way south bound. Two (2) segments between abutment and bent 2
2) Paving - Nose; stamped concrete STA. 33+60 to 34+05
The following discrepancies were noted and called to the attention of Antonio/ Alehandro, representatives of CD
Builders.
1) For bridge, use rebar support
2) For stamped concrete, clean existing curb inside for a good connection
The above discrepancies were corrected as noted.
Technician: CP
cc: 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
Mr. Rick Odell - City of Coppell via E-mail: ROdell@coppelltx.gov
GEE Consultants, Inti. 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 approvalf GEE Consultants, Inc. The use of
ourname 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 similar products.
G I - GEOTECHNICAL ENGINEERING
E I -ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 41 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: May 27, 2015 Test Date: May 22, 2015
Client: City of Coppell General Report No.: 130
Project Freeport Parkway Project NO.: 214-144
identification Reinforcing Steel Observation
Method of Test Visual Observation Page I of I
Results
On May 22, 2015 reinforcing steel was observed at the following locations:
I) Bridge traffic pedestrian rai I - 2 segments between bent 2 and bent 3
2) Median Nose - stamped. median nose, STA. 30+30 to STA 30+60
The following discrepancies were noted and called to the attention of -Antonio/ Alehandro, representatives of _CD
Builders.
1) For bridge, use rebar support
2) For median nose, clean existing concrete for a good connection
The above discrepancies were corrected as noted.
Technician: CP
cc: 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
Mr. Rick Odell - City of Coppell via E-mail: ROdell@coppelltx.gov
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:( f �/
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be repioduced without the full approval of GEF Consultants- Inc I'lle 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 ol'apparently
identical or similar products.