Matched toBridge Crash Barrierbridge.ancillary_system.crash_barrieron “Barrier”
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| LengthL | m/mm | 34'-0" ft | p8 · p08_r01 |
| HeightH | m/mm | no reading by that name | |
| Instance CountN | count | no reading by that name | |
| Material TypeMAT | — | no reading by that name |
Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.
How the sheets named it
Every dimension read for it4
- 34'-0" ftOverall lengthnot attributedp8 · p08_r01
- 6'-8" ftTop right offsetnot attributedp8 · p08_r01
- 1'-1" ftRightmost clearancenot attributedp8 · p08_r01
- 1'-8" ftLeft offsetnot attributedp8 · p08_r01
Notes on the sheets that carry it
- p4SCALE: 1/4\" = 1'-0\"
- p5NO SCALE
- p8FENCE NOTES:
- p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
- p82. CAST 4" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.
- p83. APPLY GALVANIZING REPAIR COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
- p8NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2"
- p81. FENCE SHALL BE 9 GAUGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
- p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
- p84. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.
- p85. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14".
- p86. SPACE POSTS AT A MINIMUM OF 7'-0" AND A MAXIMUM OF 10'-0". PLACE POSTS 1'-0" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.
- p87. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.
- p8* TAPERS TO 0" AT END POST
- p8FENCE NOT SHOWN, TYP.
- p8SEE DECK PLAN FOR LETTER DESIGNATION
- p174-441 AT EQ. SPACES
- p177'-7 1/16"
- p1710"
- p1710", TYP.
- p172'-10 1/8"
Every crop it was read in — the drawing beside what the model took off it
Page 4
p04_r02Detail
- Barrier×1rectangularconcrete barrierBarrier element (BARRIER TRANSITION)
12'-0" ft Top length2" in End post offset1'-9 1/2" ft Right end height18" in Transition length
Page 5
p05_r02Detail
- BARRIER×1trapezoidal/building barrier section
3/4 in CHAMFER1 in PREFORMED JOINT FILLER3 in BASE WIDTH
Page 7
p07_r05Section
- parapet×2rectangularreinforced concreteleft and right parapets
5" in left end spacing5" in right end spacing2% percent slope
Page 8
p08_r01 for further details see georgia dot specSection
- BARRIER×1rectangularreinforced concrete
34'-0" 34'-0"6'-8" 6'-8"3'-0" ENDWALL 3'-0" ENDWALL1'-6" ENDWALL 1'-6" ENDWALL2% 2% slope
p08_r02 barrier detailDetail
- Barrier×1rectangular barrier panelreinforced concrete
2'-2" ft/in LAP between 503A and 503B bars3'-6" ft/in Barrier height1'-9 1/2" ft/in Top width segment8" in Left offset (end post area)1'-0" ft/in Right offset1 1/2" in Centerline interior3" in Centerline exterior2" in Two-sided centerline
p08_r01Section
- Barrier×1barrier
34'-0" ft Overall length3'-0" ft Left endwall width6'-8" ft Top right offset1'-1" ft Rightmost clearance1'-8" ft Left offset1'-6" ft Endwall offset2 7/8" in Pull post diameter4" in Pipe sleeve diameter+1 more
p08_r02Detail
- Barrier×1rectangularconcreteBarrier detail
- Barrier segment 503A503A×1rectangularconcrete
- Barrier segment 503B503B×1rectangularconcrete
3'-6" Left vertical height14" 503A spacing2" Clearance on sides3" Clearance near top3/4" Scale
Page 17
p17_r02Elevation
- parapet / barrier×1rectangularreinforced concreteTop barrier along the deck edge.
189.42 ft EL. 189.42189.50 ft EL. 189.50186.04 ft EL. 186.04185.93 ft EL. 185.93185.80 ft EL. 185.80185.67 ft EL. 185.67185.53 ft EL. 185.53185.37 ft EL. 185.37+4 more