ST0701-CN090925L. H. LACY COMPANY, Ltd.
P.O. Box 541297
Dallas, TX 75354 -1297
Ph :(214)357-0146
RFI
To: Jorge Rodriguez
Halff Associates
Ph: 817-847-1422 Fax: 817-232-9784
CC: Matthew Oyen (PacTrust), Harris, Kody (L.H. Lacy Company)
Subject: TXDOT Standard Spec 2004,416.3-C
Drawing:
Cost Impact:
RFI #: 4
Date: 9/23/2009
Job: 5262 SWem Blvd (SCoppell- Beltline)
Phone:
Spec Section:
Schedule Impact:
Request:
See Attachment
Date Required: 9124/2009
Requested by: Kody Harris
L.H. Lacy Company
Response: 5
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Company Date
Page 1 of 1
ASHLAR CONTRACTING COMPANY
RFI No
Attention: Kody Harris
Date of Request: 9 -23 -09
Date Response Required: 9 -30 -09
Job No.: Southwestern Blvd, Coppell CN:
Contractor. L. H. Lacy Company
Reference Document: TxDOT Stan. Spec. 2004, 416.3 -C Attachments:
Problem Identification or Question:
SHEET SC1.23 SHOWS THE BRIDGE SLAB CONSTRUCTION JOINT BETWEEN PHASE ONE AND TWO FLUSH WITH THE
EDGE OF THE PRESTR. SLAB BEAM. DETAIL "B" ON THE SAME PAGE SHOWS THE GALVANIZED STEEL PLATE TO LAP
ONTO THE TOP OF THE SLAB BEAM 3 ". WE PROPOSE TO MOVE THE CONSTUCTION JOINT FOUR INCHES FROM THE
EDGE TO ALLOW INSTALLING THE GALVANIZED PLATES IN PHASE TWO.
ALSO, WE PROPOSE TO HAVE THE GALVANIZED STEEL PLATE FABRICATED IN TYPICAL PIECES: 4'-0" X V -7 ". THE
PIECES WILL BE INSTALLED WITH' /4" TO 1 /2" GAPS BETWEEN EACH PLATE. THE PIECES AT THE ENDS OF THE SLAB
BEAMS WILL BE FIELD CUT TO FIT.
Initiator of Request: Larry Kennon Date: 9 -23 -09
Suggested Resolution:
Suggested Resolution By: Date:
Resolution:
Resolution By
Company / Section
Title
Date
Reviewed By Engineer Pr oject M anager Date
Distribution: E X General Contractor ❑ ❑
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