3726 search results for fla

9710605.impl

·m - Flash Point ASTMD92 475°F - *Thedurometer and panel shall be at 80°F, with a 1000 g load

4130302int

D1481) 8.5 - 9.0 lb/gl at 77 o F Flash Point (ASTM D93) > 200 o F (Pensky Martens CC) Surface Cure

4130302ind

D1481) 8.5 - 9.0 lb/gl at 77 o F Flash Point (ASTM D93) > 200 o F (Pensky Martens CC) Surface Cure

SIS_CFP_2035-2050_PDC

3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd. I-595 3939, M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH 25,818 2,663 4,301, VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost Feasible Plan FY

2024_SISCFP _ April - Final Build - PDC

/SW 136th Ave. I-595 3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd, at University Drive 0 M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH, SR 19 US 27 4031 VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost

2024_SISCFP _ April - Final Build - PDC 10.30.24

/SW 136th Ave. I-595 3936 at Davie Rd. I-595 3937 at Pine Island Rd. I-595 3938 Flamingo Rd, at University Drive 0 M-INCH 74,548 6,984 8,644 2,000 2,301 3939 I-595 at Flamingo Road 0 M-INCH, 19 US 27 4031 VOLUSIA FLAGLER MARION SUMTER LAKE ORANGE SEMINOLE OSCEOLA BREVARD Cost

F5007Advertisement

alarm/(suppression in areas if needed, flammable storage) • Steel bollards painted safety yellow

2024FDMPart1DevelopmentProcess

2025FDMPart1DevelopmentProcess

D3-04-10-25BSN

0654- 2- 21 MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, END ANCHORAGE ASSEM (REPLACE) (TYPE SRT-350/8) EA 2.000 E536- 6-423 GUARDRAIL END TREATMENT-FLARED, ) EA 2.000 E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH EA 2.000

2022 BOE Manual

(effective/obsolete) dates. A Spec flag is assigned to all pay items for non-standard work. See Chapter 2, Specification Flags on Pay Items Several letters or “flags” are used on the Master Pay Item list to indicate when a non- standard specification and/or Plan detail is likely needed. Flags are listed, Guidance: Specification flag(s) may depend on multiple factors, as described in the BOE details, , and/or dimensions, this flag is used to identify pay items with additional information required, per

D005011m.do

With Flashing Light and Radar; PRS Portable Regulatory Sign; RSDU Radar Speed Display Unit. Index No. 102, emphasis flag notice added that states: ‘THE TEMPORARY CONCRETE BARRIER WALL UNIT SHOWN ON THIS INDEX, . ‘STEEL FLANGED CHANNEL POST DETAILS’, ‘SIGN ATTACHMENT DETAIL’, ‘Bearing Plate’ – Bearing Plate deleted

D005011m.do

With Flashing Light and Radar; PRS Portable Regulatory Sign; RSDU Radar Speed Display Unit. Index No. 102, emphasis flag notice added that states: ‘THE TEMPORARY CONCRETE BARRIER WALL UNIT SHOWN ON THIS INDEX, . ‘STEEL FLANGED CHANNEL POST DETAILS’, ‘SIGN ATTACHMENT DETAIL’, ‘Bearing Plate’ – Bearing Plate deleted

20230913_450946-1_SR A1A_79080

 Project No.: Cored By: Date: Page No.: 1 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP: Length: 5.232 FC-9.5 Type SP ARMI Type I Level Course Type SP Core Length (in) Type Thick-ness (in) Depth (in) Type Class Extent 1 16.683 6.0 L1 0.8 2.8 0.2 1.5 0.2, of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP: Length: 5.232 FC-9.5, By: Date: Page No.: 3 of 3 County: From: To: Flagler County Line Road No.: Begin MP: End MP

SS4000100

the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor

SS4000100

the vertical sides of the top flange prior to installation of the stay-in-place metal forms in accordance, of the concrete deck. 7.Donotconsiderthepermanent bridge deck form as lateral bracing for compression flanges, and erection plans. Donotrestform sheets directly on the top of the stringer of floor beam flanges, end for metal forms. Place form supports in direct contact with the flange of the stringer or floor

4600402.FHWA

on the splice plate. Placethe mark on top or bottom flange splice plates, on the right or left end, to the erection site. Place a corresponding mark on the girder flange opposite the mark in the splice plate. Asanalternate location for tub girder bottom flange splice plates, place the mark midway down, on the girder flange opposite the mark on the splice plate. Markgirdersandbeams on the left end, according to the orientation shown in the shop drawings, near the top flange. Mark diaphragms

649-031

' ¡ Pole Connection Plate Face of Arm Base Plate at ¡ Arm M i n . M i n . Measured Flat To Flat 'FC', 'FG', 'UD' - Base Diameters 'FB', 'FF', 'UC' - Tip Diameters Center of Arm or Pole, . Plate Pole and Hole (Typ.) 4" Ø Wiring Thickness 0.6 x Wall Center to Flat Inside Radius, i n . M i n . Measured Flat To Flat 'SC', 'SG' - Base Diameters 'SB', 'SF' - Tip Diameters, Mast Center To Flat Inside Radius Measured Connection Plates (Typ.) Offset to Avoid Side 4" Ø

649-031

of Arm Base Plate at ¡ Arm M i n . M i n . Measured Flat To Flat 'FC', 'FG', 'UD' - Base, " Ø Wiring Thickness 0.6 x Wall Center to Flat Inside Radius Measured (See Note 1) Splice = 3'-0, Flat To Flat 'SC', 'SG' - Base Diameters 'SB', 'SF' - Tip Diameters Mast Arm Extension Center, Arm Extension ¡ First Mast Center Of Pole Arm Extension ¡ Second Mast Center To Flat Inside, clockwise from First Mast Arm. flange width, height, and length as the MC 10x33.6 Channel section

itsfm049-traffic-signal-attribute-intersection-or-ramp-form

Attribute Form Page 2 of 4 Signal Equipment Information Load Switch Flasher Date Installed (yyy-mm-dd