20080963 Ver 1_Reports_20001116

Bridge M 670064 county: ORANGE
Top of Rail = 0 (Sounding)
Date: 11/16/00 By: GDP page 2 of
Distance (Station)
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??O* NORTH Cq N.C. DEPARTMENT OF TRANSPORTATION ATTENTION:
y?r DIVISION OF HIGHWAYS
BRIDGE MAINTENANCE CHIT
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TYPE OF INSPECTION Routine
COUNT)( ORANGE B2iDGE SUiLVIBER 670064 INSPECTION CYCLE _2 YRS
ROUTE SR 1561 ACROSS FNO RIVER M.P. 000+00
LOCATION I - S _M_I_ N..lC'T. 1 IR7O RYP
SUPERSTRUCTURE TINDER nFC K ON STFFi CiR1?FR;Tip?9 FR iC) STS/ST F M SYSTEM
SUBSTRUC'TLTRE A;l1TMFNT RC''SPl I THR1)INTFRICIR RR1?ITC.?n o?cm o nr...
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SPANS 1__M519. 30-)35'C1 1 nt1 PI.ESENT CONDITION FA I R INVENTORY RATING 0.3 G
LN'SPECTION DATE 11 /64/20,61 OPERATING RATING
PRESENT POSTING SV12 TTSTI6 North end only PROPOSED POSTING kklQ j,,) _ S.`/ 12 Tbf?S
? TAT IG 76nS
COMPUTER UPDATE ANALYSIS DATE 1/ Zs 02 l 2Q/4-?)
POSTING LETTER DATE SPECIAL PERMIT r 3/•
3a'- os_ cs.s ,? c/
OTHER SIGNS PRESENT NO DELINATORC 2-()NF I.ANF RRID p
SIGN NOTICE NUMBER
ISSUED FOR REQUIRED
Yes WEIGHT LIMIT I
No SPECIAL PERMIT
Yes DELI--EATORS 4
No NARROW BRIDGE
No ONE L INE BRIDGE
No LOW CLEARANCE
Photo Looking South
4
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STRUCTURE DATA WORKSHEET
Bridge 670064 County: ORANGE Date: 11104/2002 By: GDP
APPROACH ROADWAY WIDTH (SI & A ITEM 32)
18'
I4 UNPAVED
Looking: NORTH
SECTION I Rail Type: 253
18'-8" Between Rails
19'-2" Out- to- Out of Deck
6" 1 8'3"
3 314" X 7 112" Tim Fioo 314" W.. S. -?
M I i c?? 1 M ?i?+¦ M M .6?
G3
8'3" 116-
END BENTS: RC SPILL THRU
INTERIOR BENTS: RG P&B -24" X 24" RC CAPS ON 2 30" X 24" RC COLUMNS.
STRINGER CTRS: PAN EL # 1 & 3 (ALL SPANS) - 4 @ 20",20",20",19",20" & 4 @ 20",19",20",20",20"
PANEL # 2 (ALL SPANS) - 5 @ 16",19",12",8",20",24" & 5 @ 24",20",8",12",19",16"
8114"
.3/8*'
N
d
1- 518"
GIRDER
5 314"
D
1!4" -?s ?- `o
ti
CD
114"
3 314"
N
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Floorbeam
Span Length Br g. To Brg.
1 35'-9" 34'-5"
3 35'-0" 34'-0"
1 35'-9" 34'-5"

Joist
GPS: 36*- 05'05.5 N
79*- 03' 40.4 W
Page of
BRIDGE DEMOLITION FORM
DATE:
PROJECT T.I.P. NUMBER:
STRUCTURE NUMBER:
COUNTY:
FACILITY NAME:
BODY OF WATER CROSSED:
DIVISION NO.:
January 22, 2004
B-4592
670064
Orange
SR 1561
Eno River
7
STRUCTURE DESCRIPTION and POTENTIAL IMPACTS FROM BRIDGE DEMOLITION:
Bridge No. 64 is located on SR 1561 over Eno River in Orange County. It has five spans and totals
177 feet in length. The superstructure is composed of a timber deck on steel girder/timber
joists/steel floorbeam system. The substructure consists of reinforced concrete spill through
abutments and reinforced concrete post and beam interior bents. The deck and railing will be
removed without dropping any components into Waters of the U. S. There is potential for
components of the substructure to be dropped into Waters of the U. S. during construction. The
resulting temporary fill associated with the concrete interior bents is approximately 19 cubic yards.
MAXIMUM POTENTIAL FILL:
CLASSIFICATION OF WATERS:
19 cubic yards
Class C; NSW upstream of bridge
Class WS-IV, B, NSW downstream of bridge

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