Matched toPrestressed Concrete Girderbridge.superstructure.main_load_system.psc_girderon “PSC BEAM”
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| Span LengthL_span | m/mm | 55'-0" ft | p10 · p10_r01 notes |
| Cross-sectional AreaA | m2/mm2 | no reading by that name | |
| Instance CountN | count | no reading by that name | |
| Concrete Gradefck | — | 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 it60
- 55'-0" ftBEAM SPAN LENGTH TYPE II PSCp2 · p02_r02 typical fill detail at end of bridge ga
- 82'-0" ftBEAM SPAN LENGTH TYPE III PSCp2 · p02_r02 typical fill detail at end of bridge ga
- 55'-0" ftAASHTO TYPE II PSC BEAM SPANp2 · p02_r02
- 82'-0" ftAASHTO TYPE III PSC BEAM SPANp2 · p02_r02
- 55'-0" ftSPAN Inot attributedp4 · p04_r01 deck plan
- 82'-0" ftSPAN 2 TOTAL LENGTHnot attributedp5 · p05_r01 deck plan
- 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
- 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
- 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
- 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
- 16'-4 1/2" ftDECK SEGMENT LENGTHnot attributedp5 · p05_r01 deck plan
- 22'-0" ftGUTTER TO GUTTERnot attributedp5 · p05_r01 deck plan
- 43'-0" ftOUT TO OUTnot attributedp5 · p05_r01 deck plan
- 1'-9 1/2" ftSPRING LINEnot attributedp5 · p05_r01 deck plan
- 43'-7" ftOUT TO OUTnot attributedp7 · p07_r01
- 40'-0" ftGUTTER TO GUTTERnot attributedp7 · p07_r01
- 34'-0" ftLEFT GUTTER TO CENTERLINEnot attributedp7 · p07_r01
- 22'-0" ftTOP WIDTHnot attributedp7 · p07_r01
- 14'-2 1/2" ftOVERHANG DIMnot attributedp7 · p07_r01
- 7'-6" ftBEAM SPACING (typ)not attributedp7 · p07_r01
- 3'-0" ftMIN. DECK OPENINGnot attributedp7 · p07_r01
- 4 3/8" inWALL/BEAM EDGE DIMnot attributedp7 · p07_r01
- 43'-7" ftOUT TO OUTnot attributedp9 · p09_r02
- 40'-0" ftGUTTER TO GUTTERnot attributedp9 · p09_r02
- 34'-0" ftunlabellednot attributedp9 · p09_r02
- 22'-0" ftunlabellednot attributedp9 · p09_r02
- 1'-8" ft1'-8"not attributedp9 · p09_r02
- 1'-8" ft1'-8"not attributedp9 · p09_r02
- 8" in8"not attributedp9 · p09_r02
- 3'-0" ft3'-0" MIN. TYP.not attributedp9 · p09_r02
- 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
- 55'-0" ftSPAN LENGTHp10 · p10_r01
- 53'-7 5/8" ftBEAM LENGTHp10 · p10_r01
- 26'-9 3/16" ftMIDPOINT TO LEFTp10 · p10_r01
- 42'-6"PLAN LEFT LENGTHnot attributedp14 · p14_r01
- 42'-6"PLAN RIGHT LENGTHnot attributedp14 · p14_r01
- 6'-0"EDGE TO BEAM 1p14 · p14_r01
- 7'-7/16"BEAM SPACING 1p14 · p14_r01
- 7'-7/16"BEAM SPACING 2p14 · p14_r01
- 7'-7/16"BEAM SPACING 3p14 · p14_r01
- 7'-7/16"BEAM SPACING 4p14 · p14_r01
- 7'-7/16"BEAM SPACING 5p14 · p14_r01
- 7'-7/16"BEAM SPACING 6p14 · p14_r01
- 7'-7/16"BEAM SPACING 7p14 · p14_r01
- 7'-7/16"BEAM SPACING 8p14 · p14_r01
- 7'-7/16"BEAM SPACING 9p14 · p14_r01
- 7'-7/16"BEAM SPACING 10p14 · p14_r01
- 7'-7/16"BEAM SPACING 11p14 · p14_r01
- 7'-7/16"BEAM SPACING 12p14 · 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
- p2GA STD. 3054 (9-30-02)
- p2GA STD. 3901 (8-69)
- p2GA STD. 9031 IN (8-13-85)
- p2GA STD. 9037 (9-99)
- p2EACH BRIDGE CONSISTS OF
- p63'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p6"8" FILLET, TYP.
- p6"10" CONCRETE DIAPHRAGM, TYP.
- p6END POST
- p6FENCE POST SPACING
- p6PGL WESTBOUND
- p6PGL EASTBOUND
- p7DIMENSION 'D' IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY 'D' BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
- p7MAINTAIN A CONSTANT SLAB THICKNESS OF 7 3/4" BETWEEN BEAMS AND 8" IN THE OVERHANGS.
- p7FENCE NOT SHOWN, TYP.
- p73/4" TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
- p7"D" = 8 3/4" INTERIOR BEAMS
- p7"D" = 9 1/8" EXTERIOR BEAMS
- p7REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p9MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾" BETWEEN BEAMS AND 8" IN THE OVERHANGS.
- p9'D' = 8¾" INTERIOR BEAMS
- p9'D' = 9¼" EXTERIOR BEAMS
- p930-400B AND C SPACED AS SHOWN
- p9502 AT EVERY 500A, TYP.
- p9500A AT 6¾"
- p92%
- 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
- p10BEVEL TOP FLANGE PARALLEL TO B.F.P.R. OR BENT
- p10MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
- p10ALL DIMENSIONS ARE ALONG C BEAM
- p116. ALL HOLES FORMED INTO THE BEAMS TO FACILITATE TRANSPORT SHALL BE FILLED AND GIVEN A TYPE I FINISH, PRIOR TO ACCEPTANCE OF THE BEAM. REMOVE PVC OR SIMILAR FORMING MATERIALS FROM EACH HOLE, EXPOSING THE CONCRETE SURFACE. COAT INTERIOR OF HOLE WITH A TYPE II EPOXY RESIN ADHESIVE IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 886 AND FILL WITH A RAPID SETTING PATCHING MATERIAL IN ACCORDANCE WITH GEORGIA STANDARD SPECIFICATION 934.
- p11TOP PARALLEL TO BENT
- p11TOP FLANGE PARALLEL TO BENT
- p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r02 typical fill detail at end of bridge gaNotes
- AASHTO TYPE II PSC BEAM SPAN×2beam spanprestressed concrete
- AASHTO TYPE III PSC BEAM SPAN×1beam spanprestressed concrete
55'-0" ft BEAM SPAN LENGTH TYPE II PSC82'-0" ft BEAM SPAN LENGTH TYPE III PSC4'-3" ft-in END POST DETAIL LENGTH (option 1)1'-1" ft-in END POST DETAIL WIDTH (option 1)3'-6" ft-in END POST DETAIL HEIGHT (option 1)4'-6" ft-in END POST DETAIL LENGTH (option 2)1'-1" ft-in END POST DETAIL WIDTH (option 2)3'-6" ft-in END POST DETAIL HEIGHT (option 2)
p02_r02Schedule
- AASHTO TYPE II PSC BEAM SPAN×2I-girderprestressed concrete
- AASHTO TYPE III PSC BEAM SPAN×1I-girderprestressed concrete
55'-0" ft AASHTO TYPE II PSC BEAM SPAN82'-0" ft AASHTO TYPE III PSC BEAM SPAN4'-3" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 L1'-1" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 W3'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 H4'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 L1'-1" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 W3'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 H
Page 4
p04_r01 deck planPlan
- C BEAM 1C BEAM 1×1rectangular
- C BEAM 2C BEAM 2×1rectangular
- C BEAM 3C BEAM 3×1rectangular
- C BEAM 4C BEAM 4×1rectangular
- C BEAM 5C BEAM 5×1rectangular
- C BEAM 6C BEAM 6×1rectangular
- C BEAM 7C BEAM 7×1rectangular
- C BEAM 8C BEAM 8×1rectangular
- C BEAM 9C BEAM 9×1rectangular
- C BEAM 10C BEAM 10×1rectangular
- C BEAM 11C BEAM 11×1rectangular
- C BEAM 12C BEAM 12×1rectangular
55'-0" ft SPAN I
p04_r01Plan
- C BEAM 1C BEAM 1×1rectangularreinforced concrete
- C BEAM 2C BEAM 2×1rectangularreinforced concrete
- C BEAM 3C BEAM 3×1rectangularreinforced concrete
- C BEAM 4C BEAM 4×1rectangularreinforced concrete
- C BEAM 5C BEAM 5×1rectangularreinforced concrete
- C BEAM 6C BEAM 6×1rectangularreinforced concrete
- C BEAM 7C BEAM 7×1rectangularreinforced concrete
- C BEAM 8C BEAM 8×1rectangularreinforced concrete
- C BEAM 9C BEAM 9×1rectangularreinforced concrete
- C BEAM 10C BEAM 10×1rectangularreinforced concrete
- C BEAM 11C BEAM 11×1rectangularreinforced concrete
- C BEAM 12C BEAM 12×1rectangularreinforced concrete
55'-0" ft SPAN I4'-6" ft END POST18'-4" ft FENCE POST SPACING40'-0" ft GUTTER TO GUTTER55'-0" ft OUT TO OUT1'-0" ft END POST
Page 5
p05_r01 deck planPlan
- G BEAM 1G BEAM 1×1rectangular
- G BEAM 2G BEAM 2×1rectangular
- G BEAM 3G BEAM 3×1rectangular
- G BEAM 4G BEAM 4×1rectangular
- G BEAM 5G BEAM 5×1rectangular
- G BEAM 6G BEAM 6×1rectangular
- G BEAM 7G BEAM 7×1rectangular
- G BEAM 8G BEAM 8×1rectangular
- G BEAM 9G BEAM 9×1rectangular
- G BEAM 10G BEAM 10×1rectangular
- G BEAM 11G BEAM 11×1rectangular
- G BEAM 12G BEAM 12×1rectangular
82'-0" ft SPAN 2 TOTAL LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH16'-4 1/2" ft DECK SEGMENT LENGTH22'-0" ft GUTTER TO GUTTER43'-0" ft OUT TO OUT+1 more
p05_r01Plan
- C BEAM 1C BEAM 1×1rectangularconcrete
- C BEAM 2C BEAM 2×1rectangularconcrete
- C BEAM 3C BEAM 3×1rectangularconcrete
- C BEAM 4C BEAM 4×1rectangularconcrete
- C BEAM 5C BEAM 5×1rectangularconcrete
- C BEAM 6C BEAM 6×1rectangularconcrete
- C BEAM 7C BEAM 7×1rectangularconcrete
- C BEAM 8C BEAM 8×1rectangularconcrete
- C BEAM 9C BEAM 9×1rectangularconcrete
- C BEAM 10C BEAM 10×1rectangularconcrete
- C BEAM 11C BEAM 11×1rectangularconcrete
- C BEAM 12C BEAM 12×1rectangularconcrete
82'-0" ft 82'-0"16'-4 1/2" ft 16'-4 1/2"9'-6" ft 9'-6"3'-0" ft 3'-0"2'-0" MIN. LAP ft 2'-0" MIN. LAP22'-0" ft 22'-0"
Page 6
p06_r01 deck planPlan
- C BEAM 1C BEAM 1×1rectangular
- C BEAM 2C BEAM 2×1rectangular
- C BEAM 3C BEAM 3×1rectangular
- C BEAM 4C BEAM 4×1rectangular
- C BEAM 5C BEAM 5×1rectangular
- C BEAM 6C BEAM 6×1rectangular
- C BEAM 7C BEAM 7×1rectangular
- C BEAM 8C BEAM 8×1rectangular
- C BEAM 9C BEAM 9×1rectangular
- C BEAM 10C BEAM 10×1rectangular
- C BEAM 11C BEAM 11×1rectangular
- C BEAM 12C BEAM 12×1rectangular
55'-0" ft Overall deck length18'-4" ft Top width segment18'-4" ft Top width segment18'-4" ft Top width segment6'-6" ft Fence post spacing9'-6" ft Fence post spacing9'-6" ft Fence post spacing9'-6" ft Fence post spacing+3 more
p06_r01Plan
- C BEAM 1C BEAM 1×1beam
- C BEAM 2C BEAM 2×1beam
- C BEAM 3C BEAM 3×1beam
- C BEAM 4C BEAM 4×1beam
- C BEAM 5C BEAM 5×1beam
- C BEAM 6C BEAM 6×1beam
- C BEAM 7C BEAM 7×1beam
- C BEAM 8C BEAM 8×1beam
- C BEAM 9C BEAM 9×1beam
- C BEAM 10C BEAM 10×1beam
- C BEAM 11C BEAM 11×1beam
- C BEAM 12C BEAM 12×1beam
55'-0" ft-in SPAN 36'-6" ft-in FENCE POST SPACING - SEG 19'-6" ft-in FENCE POST SPACING - SEG 29'-6" ft-in FENCE POST SPACING - SEG 39'-6" ft-in FENCE POST SPACING - SEG 417'-2 3/4" ft-in SPAN LENGTH A17'-5 1/4" ft-in SPAN LENGTH B52'-2 1/16" ft-in SPAN LENGTH C+2 more
Page 7
p07_r01 section thru slabSection
- C BEAM 1C BEAM 1×1beamreinforced concrete
- C BEAM 2C BEAM 2×1beamreinforced concrete
- C BEAM 3C BEAM 3×1beamreinforced concrete
- C BEAM 4C BEAM 4×1beamreinforced concrete
- C BEAM 5C BEAM 5×1beamreinforced concrete
- C BEAM 6C BEAM 6×1beamreinforced concrete
43'-7" ft-in OUT TO OUT40'-0" ft-in GUTTER TO GUTTER1'-8" ft-in EDGE LEFT OVERHANG8" in OVERHANG (left)7 3/4" in SLAB THICKNESS2 1/4" in CENTERLINE7'-6" ft-in SPACING BETWEEN BEAMS7'-6" ft-in PIER SPACING+2 more
p07_r01Cross Section
- C BEAMC BEAM 1×1rectangularreinforced concrete
- C BEAMC BEAM 2×1rectangularreinforced concrete
- C BEAMC BEAM 3×1rectangularreinforced concrete
- C BEAMC BEAM 4×1rectangularreinforced concrete
- C BEAMC BEAM 5×1rectangularreinforced concrete
- C BEAMC BEAM 6×1rectangularreinforced concrete
43'-7" ft OUT TO OUT40'-0" ft GUTTER TO GUTTER34'-0" ft LEFT GUTTER TO CENTERLINE22'-0" ft TOP WIDTH14'-2 1/2" ft OVERHANG DIM7'-6" ft BEAM SPACING (typ)3'-0" ft MIN. DECK OPENING7 3/4" in SLAB THICKNESS+3 more
Page 9
p09_r02Section
- C BEAMC BEAM 1×1C-beam (channel)concrete
- C BEAMC BEAM 2×1C-beam (channel)concrete
- C BEAMC BEAM 3×1C-beam (channel)concrete
- C BEAMC BEAM 4×1C-beam (channel)concrete
- C BEAMC BEAM 5×1C-beam (channel)concrete
- C BEAMC BEAM 6×1C-beam (channel)concrete
43'-7" ft OUT TO OUT40'-0" ft GUTTER TO GUTTER34'-0" ft22'-0" ft1'-8" ft 1'-8"1'-8" ft 1'-8"8" in 8"7'-6" ft 7'-6"+1 more
Page 10
p10_r01 notesElevation
- Beam×1rectangularpost-tensioned concreteMain elevational member
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_r14 bevel detailsDetail
- BEAM×1rectangularrectangular beam end cross-section
p10_r01Elevation
- PSC beam×1rectangularprestressed concretemain beam shown in elevation with internal tendons
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_r09 notesNotes
- beambeams referred to in note 6
p11_r12 bevel detailsDetail
- Beam×1short line with angle symbolunknown
p11_r12Detail
- BEAM×1dashed horizontal lineunknown
Page 12
p12_r01 in accordance with sub section 833 2 10Detail
- BEAM×1rectangular
1" in BEARING PAD THICKNESS1/2" in DOWEL DIAMETER
p12_r01Detail
- BEAM×1rectangularunknown
1 in DOWEL DIAMETER
Page 13
p13_r01 title blockPlan
- C BEAM 12C BEAM 12×1rectangular
- C BEAM 11C BEAM 11×1rectangular
- C BEAM 10C BEAM 10×1rectangular
- C BEAM 9C BEAM 9×1rectangular
- C BEAM 8C BEAM 8×1rectangular
- C BEAM 7C BEAM 7×1rectangular
- C BEAM 6C BEAM 6×1rectangular
- C BEAM 5C BEAM 5×1rectangular
- C BEAM 4C BEAM 4×1rectangular
- C BEAM 3C BEAM 3×1rectangular
- C BEAM 2C BEAM 2×1rectangular
- C BEAM 1C BEAM 1×1rectangular
p13_r01Plan
- C BEAM 12C BEAM 12×1rectangularreinforced concrete
- C BEAM 11C BEAM 11×1rectangularreinforced concrete
- C BEAM 10C BEAM 10×1rectangularreinforced concrete
- C BEAM 9C BEAM 9×1rectangularreinforced concrete
- C BEAM 8C BEAM 8×1rectangularreinforced concrete
- C BEAM 7C BEAM 7×2rectangularreinforced concrete
- C BEAM 6C BEAM 6×2rectangularreinforced concrete
- C BEAM 5C BEAM 5×2rectangularreinforced concrete
- C BEAM 4C BEAM 4×2rectangularreinforced concrete
- C BEAM 3C BEAM 3×2rectangularreinforced concrete
- C BEAM 2C BEAM 2×2rectangularreinforced concrete
- C BEAM 1C BEAM 1×2rectangularreinforced concrete
Page 14
p14_r01 planPlan
- beamC BEAM 1×1rectangularreinforced concrete
- beamC BEAM 2×1rectangularreinforced concrete
- beamC BEAM 3×1rectangularreinforced concrete
- beamC BEAM 4×1rectangularreinforced concrete
- beamC BEAM 5×1rectangularreinforced concrete
- beamC BEAM 6×1rectangularreinforced concrete
- beamC BEAM 7×1rectangularreinforced concrete
- beamC BEAM 8×1rectangularreinforced concrete
- beamC BEAM 9×1rectangularreinforced concrete
- beamC BEAM 10×1rectangularreinforced concrete
- beamC BEAM 11×1rectangularreinforced concrete
- beamC BEAM 12×1rectangularreinforced concrete
42'-6" ft PLAN LENGTH (LEFT)6'-0" ft LEFT END DIMENSION22'-0" ft TOP DIMENSION17+8.35 STA. 17+8.3517+74.65 STA. 17+74.652'-3 3/8" ft 2'-3 3/8"
p14_r01Plan
- BEAMBEAM 1×1rectangularreinforced concrete
- BEAMBEAM 2×1rectangularreinforced concrete
- BEAMBEAM 3×1rectangularreinforced concrete
- BEAMBEAM 4×1rectangularreinforced concrete
- BEAMBEAM 5×1rectangularreinforced concrete
- BEAMBEAM 6×1rectangularreinforced concrete
- BEAMBEAM 7×1rectangularreinforced concrete
- BEAMBEAM 8×1rectangularreinforced concrete
- BEAMBEAM 9×1rectangularreinforced concrete
- BEAMBEAM 10×1rectangularreinforced concrete
- BEAMBEAM 11×1rectangularreinforced concrete
- BEAMBEAM 12×1rectangularreinforced concrete
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_r01 planPlan
- BEAMC BEAM 1×1rectangularreinforced concrete
- BEAMC BEAM 2×1rectangularreinforced concrete
- BEAMC BEAM 3×1rectangularreinforced concrete
- BEAMC BEAM 4×1rectangularreinforced concrete
- BEAMC BEAM 5×1rectangularreinforced concrete
- BEAMC BEAM 6×1rectangularreinforced concrete
- BEAMC BEAM 7×1rectangularreinforced concrete
- BEAMC BEAM 8×1rectangularreinforced concrete
- BEAMC BEAM 9×1rectangularreinforced concrete
- BEAMC BEAM 10×1rectangularreinforced concrete
- BEAMC BEAM 11×1rectangularreinforced concrete
- BEAMC BEAM 12×1rectangularreinforced concrete
42'-6" ft-in 42'-6"6'-0" ft-in 6'-0"18+63.35 STA. 18+63.3518+56.65 STA. 18+56.65
p15_r02 title blockDetail
- Beam / Girder8-1132×1rectangularsteel
- Beam / Girder2-530×1rectangularsteel
- Beam / Girder8-133×1rectangularsteel
p15_r01Plan
- BEAM×12rectangularBeams shown in two plan blocks (BEAM 1–12).
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"
Page 17
p17_r01 title blockPlan
- C BEAM 1C BEAM 1×1lineconcrete
- C BEAM 2C BEAM 2×1lineconcrete
- C BEAM 3C BEAM 3×1lineconcrete
- C BEAM 4C BEAM 4×1lineconcrete
- C BEAM 5C BEAM 5×1lineconcrete
- C BEAM 6C BEAM 6×1lineconcrete
- C BEAM 7C BEAM 7×1lineconcrete
- C BEAM 8C BEAM 8×1lineconcrete
- C BEAM 9C BEAM 9×1lineconcrete
- C BEAM 10C BEAM 10×1lineconcrete
- C BEAM 11C BEAM 11×1lineconcrete
- C BEAM 12C BEAM 12×1lineconcrete
7'-7 7/16" ft/in Spacing C BEAM 1 to C BEAM 27'-7 7/16" ft/in Spacing C BEAM 2 to C BEAM 37'-7 7/16" ft/in Spacing C BEAM 3 to C BEAM 47'-7 7/16" ft/in Spacing C BEAM 4 to C BEAM 57'-7 7/16" ft/in Spacing C BEAM 5 to C BEAM 67'-7 7/16" ft/in Spacing C BEAM 6 to C BEAM 77'-7 7/16" ft/in Spacing C BEAM 7 to C BEAM 87'-7 7/16" ft/in Spacing C BEAM 8 to C BEAM 9+3 more
p17_r01Plan
- C BEAMC BEAM 1×1rectangularreinforced concrete
- C BEAMC BEAM 2×1rectangularreinforced concrete
- C BEAMC BEAM 3×1rectangularreinforced concrete
- C BEAMC BEAM 4×1rectangularreinforced concrete
- C BEAMC BEAM 5×1rectangularreinforced concrete
- C BEAMC BEAM 6×1rectangularreinforced concrete
- C BEAMC BEAM 7×1rectangularreinforced concrete
- C BEAMC BEAM 8×1rectangularreinforced concrete
- C BEAMC BEAM 9×1rectangularreinforced concrete
- C BEAMC BEAM 10×1rectangularreinforced concrete
- C BEAMC BEAM 11×1rectangularreinforced concrete
- C BEAMC BEAM 12×1rectangularreinforced concrete
7'-7 7/16" ft-in beam spacing (between C BEAMs)
p17_r03Elevation
- Beam / Girder4-1040×1rectangularreinforced concrete
44'-1/16" ft Overall length2'-10 1/8" ft Left end to first pile7'-7/16" ft Bay spacing (typical)3'-3 5/8" ft Right end to last pile10" in Spacing between pilesEL. 188.39 ft Elevation left abutmentEL. 185.12 ft Elevation near first bayEL. 185.49 ft Elevation near mid bay
Page 18
p18_r01Plan
- BeamBEAM 1×1rectangular
- BeamBEAM 2×1rectangular
- BeamBEAM 3×1rectangular
- BeamBEAM 4×1rectangular
- BeamBEAM 5×1rectangular
- BeamBEAM 6×1rectangular