4077 search results for fla

6500000.origind

, ASTM D3363, and ASTM D522. Surface erosion, flaking, or oxidation must not occur within the normal, ASTM D746 4. Flammability: Self-extinguishing, as per ASTM D635 5. Tensile Strength, yield: 8500 PSI

6500000.impl

the requirements of ASTM D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, or oxidation must, ), as per ASTM D746 4. Flammability: Self-extinguishing, as per ASTM D635 5. Tensile Strength, yield

6500000.origind

Association-2603-02 and must meet the requirements of ASTM D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, ) Brittleness Temperature: Below -200 F (-129 C), as per ASTM D746 d) Flammability: Self-extinguishing, as per

6500000-Man02.impl

, and ASTM D522. Surface erosion, flaking, or oxidation must not occur within the normal life expectancy, ) Flammability: Self-extinguishing, as per ASTM D635 e) Tensile Strength, yield: 8500 PSI (58 MPa) minimum

6500000.impl

meet the requirements of ASTM D3359, ASTM D3363, and ASTM D522. Surface erosion, flaking, )BrittlenessTemperature: Below -200 F (-129 C), as per ASTM D746 d)Flammability: Self-extinguishing, as per ASTM

CM-650-02 Vehicular Traffic Signal Assembly

) FORMTEXT       FORMTEXT       Init.: FORMTEXT       34 Surface erosion, flaking, or oxidation, -200 °F; ASTM D 746 • Flammability, Self-extinguishing; ASTM D 635 • Tensile Strength, Yield, 8500

522-002

1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20 PLACEMENT, i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may

522-002e2

.) 2 1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20, M i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap

522-002

1 (2 Flangeway Gap 7 7 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 11/01/20 PLACEMENT, i n . M i n . M i n . 1:12 1 : 1 2 RAILROAD CROSSING NOTES: 3. Flangeway Gap may

RClearingConstructionSite

Plate For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot 1 Lockwasher, 1, Bracket Platform For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot, FLANGED CHANNEL FRONT VIEW SIDE VIEW FLANGED CHANNEL FRONT VIEW BOTTOM VIEW END VIEW STEEL, ADAPTER PLATE TOP VIEW STEEL FLANGED CHANNEL SUPPORT POSTS OR PIPE POST TYPES SHOWN ON THIS INDEX SINGLE OR COMBINED WOOD, FLANGED CHANNEL D e p t h 2 4 " M a x . N o t e s S e e

RClearingConstructionSite

Plate For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot 1 Lockwasher, 1, Bracket Platform For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot, FLANGED CHANNEL FRONT VIEW SIDE VIEW FLANGED CHANNEL FRONT VIEW BOTTOM VIEW END VIEW STEEL, ADAPTER PLATE TOP VIEW STEEL FLANGED CHANNEL SUPPORT POSTS OR PIPE POST TYPES SHOWN ON THIS INDEX SINGLE OR COMBINED WOOD, FLANGED CHANNEL D e p t h 2 4 " M a x . N o t e s S e e

460-472IntReviewPkg

concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match

460-475IntReviewPkg

and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge

460-472IndReviewPkg

concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match

460-475IndReviewPkg

and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge

460-472FHWAReviewPkg

concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, Approach Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match

460-475FHWAReviewPkg

and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge

460-472FHWAApproved

concrete and areas and shall be finished flat by grouting or grinding as required. Exposed 3. Areas where, , Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk replacement, Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge Front Face, TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2 (Existing Wing Post, clearance ends with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape

460-475FHWAApproved

and shall be finished flat by Intermediate Deck Joints Detail, Index 460-470, Sheet 2, as required, ) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details of Sidewalk, Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End Bridge, THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2, with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall match existing bridge

Software User's Manual_8.2