Matched toElastomeric Bearingbridge.superstructure.bearing_system.elastomeric_bearingon “BEARING PAD”
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| LengthL | m/mm | 55'-0" ft | p10 · p10_r01 notes |
| WidthW | m/mm | 1 3/4" in | p10 · p10_r07 notes |
| HeightH | m/mm | no reading by that name | |
| Bearing CountN_brg | count | no reading by that name | |
| Rated CapacityCAP | kN/MN | 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 it31
- 55'-0" ftSPAN LENGTHnot attributedp10 · p10_r01 notes
- 53'-7 5/8" ftBEAM LENGTHnot attributedp10 · p10_r01 notes
- 3 SPACES AT 24"3 SPACES AT 24"not attributedp10 · p10_r01 notes
- 18 SPACES AT 12"18 SPACES AT 12"not attributedp10 · p10_r01 notes
- 2-550 AT EACH LOCATION2-550 AT EACH LOCATIONnot attributedp10 · p10_r01 notes
- 2-4502-450not attributedp10 · p10_r01 notes
- 2-65 AT EACH LOCATION2-65 AT EACH LOCATIONnot attributedp10 · p10_r01 notes
- 10-350 AT 6"10-350 AT 6"not attributedp10 · p10_r01 notes
- 8-418-41not attributedp10 · p10_r01 notes
- 2 SPACES AT 2"2 SPACES AT 2"not attributedp10 · p10_r01 notes
- 1 3/4" inhole_diameternot attributedp10 · p10_r07 notes
- 7" inhole_depthnot attributedp10 · p10_r07 notes
- 4" inslot_lengthnot attributedp10 · p10_r07 notes
- 1 3/4" inslot_widthnot attributedp10 · p10_r07 notes
- 7" inslot_depthnot attributedp10 · p10_r07 notes
- 1/2" indowel_diameternot attributedp10 · p10_r07 notes
- 82'-0" ft-inSPAN LENGTHnot attributedp11 · p11_r01 notes
- 80'-11 5/8" ft-inBEAM LENGTHnot attributedp11 · p11_r01 notes
- 40'-5 13/16" ft-in40'-5 13/16"not attributedp11 · p11_r01 notes
- 11 13/16" in11 13/16"not attributedp11 · p11_r01 notes
- 2-5502-550 AT EACH LOCATIONnot attributedp11 · p11_r01 notes
- 2-6502-650 AT EACH LOCATIONnot attributedp11 · p11_r01 notes
- 2-4502-450not attributedp11 · p11_r01 notes
- 13-350 AT 6"13-350 AT 6"not attributedp11 · p11_r01 notes
- 2 1/2" in2 1/2"not attributedp11 · p11_r01 notes
- 3 SPACES AT 2"3 SPACES AT 2"not attributedp11 · p11_r01 notes
- 1" inBEARING PAD THICKNESSp12 · p12_r01 in accordance with sub section 833 2 10
- 42'-6"PLAN LEFT LENGTHnot attributedp14 · p14_r01
- 42'-6"PLAN RIGHT LENGTHnot attributedp14 · p14_r01
- 42'-6"TOTAL PLAN LENGTH LEFTnot attributedp14 · p14_r01
- 42'-6"TOTAL PLAN LENGTH RIGHTnot attributedp14 · p14_r01
Notes on the sheets that carry it
- p1CHAIN LINK WIRE FENCE, TYP.
- p10ΔNC = 1/2"
- p10ΔC = 1/16"
- p10Ø 2" DIAMETER HOLE FOR DIAPHRAGM BAR
- p10OMIT HOLE AT BEAMS 6 AND 12
- p106 - DRAPED STRANDS
- p10LOW FRICTION TYPE HOLD DOWN
- p10ALL DIMENSIONS ARE ALONG BEAM
- p104. AT C BEARING, FORM A 1 3/4" DIAMETER X 7" DEEP HOLE AT THE FIXED ENDS AND A 4" X 1 3/4" X 7" DEEP SLOT AT THE EXPANSION ENDS FOR A 1/2" DIAMETER SMOOTH DOWEL. SEE PLAN AND ELEVATION SHEET FOR LOCATION OF FIXED AND EXPANSION ENDS.
- p10MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
- p10ALL DIMENSIONS ARE ALONG C BEAM
- p11OMIT HOLE AT BEAMS 1 AND 7
- p11ALL DIMENSIONS ARE ALONG CL BEAM
- p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
- p12I. BEARING PADS HAVE BEEN DESIGNED ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 14.7.6 METHOD A AND SHALL BE FURNISHED IN ACCORDANCE WITH AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS, SECTION 18, BEARING DEVICES.
- p122. 1/2" DIAMETER SMOOTH DOWELS SHALL BE ASTM A709 GRADE 50.
- p1290°-00'-00", Typ.
- p123/16" Sealing Rib, All Around
- p14FORM 3" DIA. X 12" DEEP HOLE FOR 1/2" DIA. SMOOTH DOWEL BAR, TYP.
- p15FORM 3 DIA. X 12" DEEP HOLE FOR 1 1/2" DIA. SMOOTH DOWEL BAR, TYP.
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r07Plan
- Fixed BearingFIX×3bearing
192'-0" ft Total Length of Bridge55'-0" ft Segment 1 length82'-0" ft Segment 2 length55'-0" ft Segment 3 length151.00 ft EL
Page 10
p10_r01 notesElevation
- Bearing×1rectangularbearing padLeft end bearing
- Bearing×1rectangularbearing padRight end bearing (C BEARING)
55'-0" ft SPAN LENGTH53'-7 5/8" ft BEAM LENGTH26'-9 3/16" ft 26'-9 3/16"9 3/16" in 9 3/16"3 SPACES AT 24" 3 SPACES AT 24"6" in 6"18 SPACES AT 12" 18 SPACES AT 12"2-550 AT EACH LOCATION 2-550 AT EACH LOCATION+5 more
p10_r07 notesNotes
- bearing×1bearing at fixed ends
1 3/4" in hole_diameter7" in hole_depth4" in slot_length1 3/4" in slot_width7" in slot_depth1/2" in dowel_diameter
p10_r01Elevation
- Bearing×2rectangularbearing (support)bearings at ends of beam
55'-0" ft SPAN LENGTH53'-7 5/8" ft BEAM LENGTH26'-9 3/16" ft MIDPOINT TO LEFT9 3/16" in 9 3/16"2 in HOLE Ø
Page 11
p11_r01 notesElevation
- Bearing×2rectangular
82'-0" ft-in SPAN LENGTH80'-11 5/8" ft-in BEAM LENGTH40'-5 13/16" ft-in 40'-5 13/16"11 13/16" in 11 13/16"2-550 2-550 AT EACH LOCATION2-650 2-650 AT EACH LOCATION2-450 2-45013-350 AT 6" 13-350 AT 6"+2 more
p11_r01Elevation
- Bearing×2rectangular
82'-0" ft SPAN LENGTH80'-11 5/8" ft BEAM LENGTH
Page 12
p12_r01 in accordance with sub section 833 2 10Detail
- BEARING PAD×1rectangular
- BEARING×1rectangular
1" in BEARING PAD THICKNESS1/2" in DOWEL DIAMETER
p12_r02 notesNotes
- bearing pads
1/2" inch 1/2" diameter
p12_r01Detail
- BEARING PAD×1rectangularunknown
- BEARING×1rectangularunknown
1 in DOWEL DIAMETER
p12_r03Plan
- Bearing PadG×2rectangularBearing pad with 3" diameter hole
L LL/2 L/2L/2 L/2L+2" L+2"(L+2)/2 (L+2)/2L+2" L+2"w ww/2 w/2+2 more
Page 14
p14_r01Plan
- BEARINGC BEARING×2rectangular
42'-6" PLAN LEFT LENGTH42'-6" PLAN RIGHT LENGTH6'-0" EDGE TO BEAM 17'-7/16" BEAM SPACING 17'-7/16" BEAM SPACING 27'-7/16" BEAM SPACING 37'-7/16" BEAM SPACING 47'-7/16" BEAM SPACING 5+9 more
Page 15
p15_r01Plan
- BEARINGC BEARING×2circular
42'-6" ft 42'-6"6'-0" ft 6'-0"7'-7 1/16" ft 7'-7 1/16"7'-7 1/16" ft 7'-7 1/16"2'-3/8" ft 2'-3/8"