4427 search results for fla

E6P28BidTabs

114,000.00 0105 E536 6425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH 20.000

4300100IndustryCommentResponse

of flared ends and mitered ends - use Class II Section 346 concrete. This reference to concrete should

2025FDM124QC

to check that the BIM adheres to design criteria, is void of design flaws, and complies, delivery. Many design flaws are identified in the review of the plans, however, reviews within

2026FDM124QC

to design criteria, is void of design flaws, and complies with Department requirements. These reviews are conducted by the discipline QC Reviewers prior to each phase delivery. Many design flaws

2026FDM124QC

to design criteria, is void of design flaws, and complies with Department requirements. These reviews are conducted by the discipline QC Reviewers prior to each phase delivery. Many design flaws

03_Geometric_Design_Redlines

......................................................... 3–83 Ta b le 3-30 Design Lengths of Speed Change Lanes Flat Grades - 2 Percent or Less, design criteria for specific design elements such as flatter curves and longer sight distances

03_Geometric_Design_Rulemaking

–83 Ta b le 3-30 Design Lengths of Speed Change Lanes Flat Grades - 2 Percent or Less, such as flatter curves and longer sight distances should be used where practical, particularly on high

2021 BOE Manual

641-020FHWAApprovedPkg

is based on level ground (flatter than 1:5). Increase to 60% of Ultimate before transfer. of Ultimate, and reinforcing. 1. Diameter of 12-sided poles are measured flat to flat. (See Note 2) (in/ft) Taper

SR-714-Grade-Separation-ReportA 2001

None FATAL FLAWS None COST ANALYSIS The approximate construction cost for the intersection, right turn movements. FATAL FLAWS None COST ANALYSIS The approximate construction cost, FLAWS None COST ANALYSIS The approximate construction cost for the intersection improvement only, movement onto US-1. This eliminates the left turn movement onto US-1 from this lane. FATAL FLAWS 1, . This allows vehicles exiting from Scotty’s, United Way, and FPL to return to US-1. FATAL FLAWS 1

SunGuide and Lonestar Review

700-102FHWAReviewPackage

STOP THIS ROADWAY FLORIDA LAW LEFT TURN YIELD ON FLASHING 3.75" 2.75" 3.5" C 2.75" 3.5" C

700-102FHWAApproved

STOP THIS ROADWAY FLORIDA LAW LEFT TURN YIELD ON FLASHING 3.75" 2.75" 3.5" C 2.75" 3.5" C

700-020IntReviewPkg

. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may, Connection Details). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged, Specification 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c

700-020IntReviewPkg

and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may be Reinforcing bars, ). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged galvanizing. D, 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may

700-020IndReviewPkg

and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may be Reinforcing bars, ). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged galvanizing. D, 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may

700-020FHWAReviewPkg

and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may be Reinforcing bars, ). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged galvanizing. D, 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may

700-020FHWAApproved

and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may be Reinforcing bars, ). Assemble Post to Stub with Base Bolts and three flat 3. loosening. Treat damaged galvanizing. D, 415. at the top and one flat turn at the bottom in accordance with replaced by D10 Spiral Wire @ 6” pitch, with three flat turns At the Contractor's option, the #4 tie bars at 12” o.c. may

6490500-122FHWA

on one flat with a corresponding reference mark on the 6490500 All Jobs anchor nut and base plate, fastener assembly consisting of a machine screw (No. 8, 5/8 inch long), nut and two flat washers (1/4 inch inside diameter) and lock washer. Tightly clamp the screen layers between the flat washers, the reference position of each snug-tight nut on one flat with a corresponding reference mark, inch long), nut and two flat washers (1/4 inch inside diameter) and lock washer. Tightly clamp

9160201-122FHWA

for PG 76-22 (ARB)) Flash Point, AASHTO T 48-18 Cleveland Open Cup Minimum 450ºF Rotational, Minimum 99.0% (Not applicable for PG 76-22 (ARB)) Flash Point, AASHTO T 48-18 Cleveland Open Cup