Attachment_G_-_Plans_(Concrete_Super).pdf

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Attached to
FR8100-0. 4 Over S. Br. Presque Isle River Bridge (re-advertisement)
Solicitation number
12569R19B0008
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Attachment G

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File Type Posted
12569R19B0008-Amendment_1.pdf PDF
Attachment_E_-_Schedule_of_Items_(Concrete_Super).pdf PDF
Attachment_C_-_Plans_(Wood_Super).pdf PDF
12569R19B0008.pdf PDF
Attachment_A_-_Schedule_of_Items_(Wood_Super).docx DOCX document
Attachment_D_-_Timber_Bridge_Design_Requirements.pdf PDF
Attachment_F_-_Supplemental_Specifications_(Concrete_Super).pdf PDF
Attachment_B_-_Supplemental_Specifications_(Wood_Super).pdf PDF
Attachment_H_-_Davis_Bacon_Wage_Determination.pdf PDF

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1561.73 1561.86 1561.86 1561.88 1561.88 1561.75

1561.67 1561.80 1561.80 1561.82 1561.82 1561.69

GIRDER D

BOTTOM OF SLAB ELEVATIONS

SCREED ELEVATIONS

LINE

LEFT

CROWN

RIGHT

LEFT FASCIA

RIGHT FASCIA

GIRDER A

GIRDER B

GIRDER C

LINE

GIRDER D

RIGHT FASCIA

BULKHEAD ELEVATIONS

JOINT

LEFT FASCIA

GIRDER A

GIRDER B

GIRDER C

DECK

BAR MARK NO. REQ'D TOTAL WT. LOCATION

EA052608 299 8317.2 TRANSVERSE TOP AND BOTTOM

EA033406 24 311.3 TOP LONGITUDINAL

EA043406 24 553.1 BOTTOM LONGITUDINAL

EA033608 87 1199.6 TOP LONGITUDINAL

EA043608 72 1763.7 BOTTOM LONGITUDINAL

EA043000 132 2645.3 ADDITIONAL NEGATIVE MOMENT REINF.

14790.2

ABUTMENTS

BAR MARK NO. REQ'D TOTAL WT. LOCATION

EA061306 56 1135.5 VERTICAL, BACK FACE (28 EACH ABUT)

ED060500 56 420.6 DOWELS, BACK FACE

EA061010 56 911.2 VERTICAL, FRONT FACE

EA053006 62 1972.3 HORIZONTAL, FRONT FACE

ED060807 56 721.7 TOP OF BACK WALL

EA04 AS REQD 334.0 BAR TIES AS REQUIRED (WEIGHT ESTIMATED)

5495.3

WINGWALLS

BAR MARK NO. REQ'D TOTAL WT. LOCATION

EA041203 12 98.2 FRONT FACE

EA041109 4 31.4 '' ''

EA041102 4 29.8 '' ''

EA041006 4 28.1 '' ''

EA040910 4 26.3 '' ''

EA040903 4 24.7 '' ''

EA040807 4 22.9 '' ''

EA040711 8 42.3 '' ''

EA040704 4 19.6 '' ''

EA040905 32 201.4 '' ''

EA040410 4 12.9 '' ''

EA040605 4 17.2 '' ''

EA041010 4 28.9 '' ''

EB040600 44 176.4 FRONT FACE DOWELS

EA061203 12 220.8 BACK FACE

EA061108 4 70.1 '' ''

EA061102 4 67.1 '' ''

EA061007 4 63.6 '' ''

EA061001 4 60.6 '' ''

EA060906 4 57.1 '' ''

EA060811 4 53.6 '' ''

EA060805 4 50.6 '' ''

EA060710 4 47.0 '' ''

EA060704 4 44.0 '' ''

EA041010 4 28.9 '' ''

EA040303 4 8.7 '' ''

EA040410 4 12.9 '' ''

EA040605 4 17.2 '' ''

EA040711 4 21.2 '' ''

EA040905 32 201.4 '' ''

EB060600 48 432.6 BACK FACE DOWELS

EA040505 80 289.6 FOOTINGS

EA040905 56 352.4 ''

EA040507 24 89.5 ''

EA040409 8 25.4 ''

EA040309 8 20.0 ''

2994.4

BILL OF BARS

PIERS

BAR MARK NO. REQ'D TOTAL WT. LOCATION

EA052706 44 1262 HORIZONTAL

EU050503 44 240.9 "U" BARS AT ENDS

EA051010 128 1445.8 VERTICAL

EA050900 6 56.3 ELEVATED BEARING BLOCK

EA050201 20 43.4 '' '' ''

3048.4

APPROACHES

BAR MARK NO. REQ'D TOTAL WT. LOCATION

EA062308 44 1564.3 TRANSVERSE

EA060908 96 1394.3 LONGITUDINAL

EA042308 26 411.1 SLEEPER SLAB TRANSVERSE

EM041106 72 553.1 SLEEPER SLAB

3922.8

CONCRETE DIAPHRAGMS

BAR MARK NO. REQ'D TOTAL WT. LOCATION

EA060406 24 162.2 HORIZONTAL AT ABUTMENTS

ED040406 36 108.2 VERTICAL AT ABUTMENTS

EA060602 12 111.2 HORIZONTAL AT PIERS

EA060500 12 90.1 '' '' ''

EW040707 36 182.3 VERTICAL AT PIERS

EA080202 12 69.5 PIER DOWELS

723.5

BRUSH BLOCK AND ADDITIONAL SLAB OVERHANG

BAR MARK NO. REQ'D TOTAL WT. LOCATION

EA042706 24 440.9 BRUSH BLOCK

ED060409 112 799.1 (7) AT EA RAIL POST

ET040411 136 447.0 BRUSH BLOCK

1687.0

BILL OF BARS

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2018-08-01T15:37:42-0500
JEFFREY DULKA
2018-08-02T07:20:25-0500
JOSIAH KIM

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