Matched toPier Shaftbridge.substructure.pier_system.pier_shaftcheckon “Column”
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| HeightH | m/mm | no reading by that name | |
| Instance CountN | count | no reading by that name | |
| Concrete Gradefck | — | no reading by that name | |
| Cross-sectional AreaAoptional | m2/mm2 | 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 it23
- 186.42 ftEL. 186.42 (BK)not attributedp14 · p14_r03 title block
- 186.29 ftEL. 186.29 (BK)not attributedp14 · p14_r03 title block
- 186.12 ftEL. 186.12 (BK)not attributedp14 · p14_r03 title block
- 185.94 ftEL. 185.94 (BK)not attributedp14 · p14_r03 title block
- 185.77 ftEL. 185.77 (BK)not attributedp14 · p14_r03 title block
- 185.58 ftEL. 185.58 (AH)not attributedp14 · p14_r03 title block
- 185.42 ftEL. 185.42 (AH)not attributedp14 · p14_r03 title block
- 185.26 ftEL. 185.26 (AH)not attributedp14 · p14_r03 title block
- 185.03 ftEL. 185.03 (AH)not attributedp14 · p14_r03 title block
- 181.84 ftEL. 181.84not attributedp14 · p14_r03 title block
- 181.68 ftEL. 181.68not attributedp14 · p14_r03 title block
- 181.61 ftEL. 181.61not attributedp14 · p14_r03 title block
- 181.13 ftEL. 181.13not attributedp14 · p14_r03 title block
- 181.05 ftEL. 181.05not attributedp14 · p14_r03 title block
- 1'-0" ft1'-0"p16 · p16_r11 at eq sps
- 1'-0" ftPost widthp16 · p16_r03
- 1'-0"width of postp16 · p16_r09
- 3'-0" ftOverall widthnot attributedp17 · p17_r06
- 1'-6" ftLeft spannot attributedp17 · p17_r06
- 1'-6" ftRight spannot attributedp17 · p17_r06
- 2-442Bolt hole pattern (2-4-2)not attributedp17 · p17_r06
- 2" inMinimum centerline clearancenot attributedp17 · p17_r06
- 1'-0" ftTyp. width (inside pocket)not attributedp17 · p17_r06
Notes on the sheets that carry it
- p13Section A-A shows a cross sectional view of a base plate with four bolt holes Ø10 and a central vertical member; three-sided clearance is indicated.
- p14I. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- p142. BARS 422 NOT SHOWN.
- p143. EXTEND BARS I12IA 3'-6" INTO CAP.
- p14* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.
- p141. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING SECTIONS.
- p143. EXTEND BARS INTO CAP 3'-6" INTO CAP.
- p14ELEVATION (BENT 2 RIGHT LOOKING AHEAD)
- p15NOTES:
- p152. BARS 432 NOT SHOWN.
- p153. EXTEND BARS 113'9" INTO CAP.
- p153. EXTEND BARS INTO CAP.
- p16SECTION B-B
- p16SCALE: 3/8" = 1'-0"
- p165-443A FACE
- p16AT EQ. SPs.
- p17SECTION A-A
- p17SCALE: 3/4" = 1'-0"
Every crop it was read in — the drawing beside what the model took off it
Page 13
p13_r06 section a aSection
- central post / sleeve×1rectangular/linear ledge inside centercenterline element shown with dashed centerline
3'-0" ft overall width1'-6" ft inner segment width (each side)1'-6" ft centerline to left edge1'-6" ft centerline to right edge3/4" in section scale2' ft min centerline clearance2'-0" ft min vertical clearance2" in three-sides clearance+1 more
p13_r06Section
- central post / column×1rectangular
- lower vertical member×1rectangular
3'-0" overall width1'-6" left segment width1'-6" right segment width2-4 1/2" hole pattern center to edge spacing2" MIN. CL. minimum clearance to side2'-0" MIN. overall height2" CL. 3 SIDES three-sided clearance1'-0" TYP. typical interior clearance+1 more
Page 14
p14_r02 title blockElevation
- COLUMNCOLUMN 1×1rectangularreinforced concrete
- COLUMNCOLUMN 2×1rectangularreinforced concrete
p14_r03 title blockElevation
- COLUMNCOLUMN 3×1rectangularconcrete
- COLUMNCOLUMN 4×1rectangularconcrete
186.42 ft EL. 186.42 (BK)186.29 ft EL. 186.29 (BK)186.12 ft EL. 186.12 (BK)185.94 ft EL. 185.94 (BK)185.77 ft EL. 185.77 (BK)185.58 ft EL. 185.58 (AH)185.42 ft EL. 185.42 (AH)185.26 ft EL. 185.26 (AH)+6 more
p14_r02Elevation
- Column×1rectangularreinforced concreteC COLUMN 1
- Column×1rectangularreinforced concreteC COLUMN 2
25'-0" ft Main span length8'-9" ft Left bay width3'-2" ft Between-columns distance11'-0" ft Pile cap / footing width
p14_r03Elevation
- ColumnCOLUMN 3×1rectangularreinforced concretePier/column
- ColumnCOLUMN 4×1rectangularreinforced concretePier/column
25'-0" Span4'-0" Min vertical clearance186.42 EL. 186.42 (BK)185.75 EL. 185.75 (AH)181.84 EL. 181.84
Page 15
p15_r02 title blockDetail
- ColumnCOLUMN 1×1rectangularreinforced concrete
- ColumnCOLUMN 2×1rectangularreinforced concrete
- ColumnCOLUMN 3×1rectangularreinforced concrete
- ColumnCOLUMN 4×1rectangularreinforced concrete
p15_r02Plan
- ColumnG COLUMN 1×1vertical lineconcrete
- ColumnC COLUMN 2×1vertical lineconcrete
- ColumnC COLUMN 3×1vertical lineconcrete
- ColumnC COLUMN 4×1vertical lineconcrete
Page 16
p16_r02 footing plan bent 3Plan
- Column locationCOLUMNdashed linelocation of column above Bent 3, shown as dashed centerline
13'-0" ft-in Footing width (Bent 3)
p16_r03 detail 1Detail
- Post with bolt holes×1rectangularVertical member with multiple circular holes.
3'-0 7/16" 3'-0 7/16"1'-0" 1'-0"
p16_r08 footing plan bent 2Plan
- Column×1centerlinecenterline of footing (column alignment)
11'-6" ft-in Overall width1'-3" ft-in Left offset to interior line4'-6" ft-in Top width segment 14'-6" ft-in Top width segment 21'-3" ft-in Right offset to boundary11'-6" ft-in Overall height4'-6" ft-in Left height segment 14'-6" ft-in Left height segment 2+1 more
p16_r11 at eq spsDetail
- Rectangular post / column×1rectangularvertical member with multiple bolt holes along its inner face
1'-0" ft 1'-0"
p16_r02Plan
- Column×1circularconcretecenterline/column location within footing
4'-3" 4'-3"2'-1/2" 2'-1/2"1'-2" 1'-2"4'-0" MIN. 4'-0" MIN.9" 9"13'-0" 13'-0"5'-3" 5'-3"1'-3" 1'-3"+1 more
p16_r03Detail
- Post×1rectangular
3'-0 7/16" in Overall width - left panel5'-4 1/4" in Overall height - left panel1'-0" ft Post width
p16_r08Plan
- COLUMN×1lineconcrete
11'-6" 1'-3" 4'-6" 4'-6" 1'-3" 11'-6" 4'-6" 4'-6"+2 more
p16_r09Detail
- slender post with bolt holes×1rectangular
3'-0 7/16" overall width (left panel)1'-0" width of post
p16_r11Detail
- Rectangular hollow post / box section×1rectangular hollowlong slender member with bolt holes along inner face
1'-0" ft width
Page 17
p17_r06 section a aSection
- centerline post / shaft×1rectangular columncenterline axis
3'-0" ft-in Overall width1'-6" ft-in Left/right half width (each)1'-6" ft-in Bottom left/right half width2'-0" ft Minimum vertical clearance1'-0" ft Typical vertical spacing
p17_r06Section
- central post×1rectangular
3'-0" ft Overall width1'-6" ft Left span1'-6" ft Right span2-442 Bolt hole pattern (2-4-2)2" in Minimum centerline clearance1'-0" ft Typ. width (inside pocket)