20181268 Ver 2_Macon County - B9 - Historic Architecture_20230719

Project Tracking No.(Internal Use)
16-02-0111
r
. f HISTORIC ARCHICTECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
i Project No: County: Macon
WBSNo.: 17BP.14.R.158 Document PCE
Type:
Fed.Aid No: Funding: ® State ❑ Federal
Federal ® Yes ❑ No Permit NWP 3 or 14 &TVA
Permits : T e(s):
Proiect Description:
Replace Bridge No. 9 on SR 1001 (Ellijay Rd) over Ellijay Creek.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and
indexes was undertaken on March 15, 2016. Based on this review there are no NR, DE, LL, or
SL in the Area of Potential Effects (APE). The bridge itself,Macon County Bridge No. 9,built
in 1974, does not exemplify any distinctive engineering or aesthetic type and is not eligible for
the National Register of Historic Places. The Macon County online tax data reveal no properties
in the APE greater than fifty years of age.No survey is required.
Why the available information provides a reliable basis for reasonably predicting that there
are no unidentiried signircant historic architectural or landscape resources in the project
area:
Using HPO GIS website and county tax data provides reliable information regarding the structures in the
APE. These combined utilities are considered valid for the purposes of determining the likelihood of
historic resources being present.
SUPPORT DOCUMENTATION
®Map(s) ❑Previous Survey Info. ®Photos ❑Correspondence [-]Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes --NO SURVEY REQUIRED
NCDOT Archite ural Historian Date
Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 1 of 2

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of NOHi y NC DEPARTMENT OF TRANSPORTATION ATTENTION PRI.MAINT. ISSUED.
Q`` 49Oy DIVISION OF HIGHWAYS
n O
BRIDGE MANAGEMENT UNIT
99'�fyr Of 19'pNSeop`o- BRIDGE INSPECTION REPORT
INSPECTION TYPE: Routine Inspection
COUNTY MACON BRIDGE NUMBER 550009 INSPECTION CYCLE 2 YRS
ROUTE SR1001 ACROSS ELLIJAY CREEK M.P. 0
LOCATION .2 MI.N.JCT.SR1528
SUPERSTRUCTURE TIMBER FLOOR ON SALVAGED I-BEAMS
SUBSTRUCTURE YOUNT MASONRY ABUTMENTS
SPANS 1 @ 41'
LONGITUDE 83' 16' 5.08" LATITUDE 35' 12' 17.15"
INSPECTION DATE 08/27/2014 PRESENT CONDITION POOR
PRESENT POSTING Y SV 18 TTST 22 PROPOSED POSTING
OTHER SIGNS PRESENT DELINEATORS [4]
Fracture Critical No
Temporary Shoring No
Scour Critical No
9
Scour POA No
SIGN NOTICE NUMBERED
ISSUED FOR REQUIRED
No WEIGHT LIMIT
;' - No DELINEATORS
No NARROW BRIDGE
No ONE LANE BRIDGE
No LOW CLEARANCE
LOOKING NORTH

NATIONAL BRIDGE INVENTORY--------STRUCTURE INVENTORY AND APPRAISAL Run Date: 10/13/2014
IDENTIFICATION
(1)STATE NAME-NORTH CAROLINA BRIDGE 550009 SUFFICIENCY RATING = 25.5
(8)STRUCTURE NUMBER(FEDERAL) 000000001130009 STATUS= Structurally Deficient
(5)INVENTORY ROUTE(ON/UNDER)-ON 31010010
(2)STATE HIGHWAY DEPARTMENT DISTRICT 3 CLASSIFICATION CODE
(3)COUNTY CODE 113 (4)PLACE CODE 0 (112)NBIS BRIDGE SYSTEM- YES
(6)FEATURE INTERSECTED- NORTH PRONG ELLIJAY CREEK (104)HIGHWAY SYSTEM Is not on NHS 0
(7)FACILITY CARRIED SR1001 (26)FUNCTIONAL CLASS- Minor Collector 08
(9)LOCATION .2 MI.N.JCT.SR1528 (100)STRAHNET HIGHWAY- Not a STRAHNET Route 0
(11)MILEPOINT 0 (101)PARALLEL STRUCTURE- No Parallel Structure N
(16)LAT 35'12'17.15" (17)LONG 830 16'5.08" (102)DIRECTION OF TRAFFIC- 2-way Traffic 2
(98)BORDER BRIDGE STATE CODE PCT SHARE (103)TEMPORARY STRUCTURE-
(99)BORDER BRIDGE STRUCTURE NO (110)DESIGNATED NATIONAL NETWORK -Not on the National Network 0
(20)TOLL On Free Road 3
STRUCTURE TYPE AND MATERIAL (31)MAINTAIN- State Highway Agency 01
(43)STRUCTURE TYPE MAIN: Steel (22)OWNER - State Highway Agency 01
TYPE- Stringer Mutlibeam or Girder CODE 302 (37)HISTORICAL SIGNIFICANCE - Not Eligible 5
(44)STRUCTURE TYPE APPR:
TYPE- CODE 000 CONDITION CODE
(45)NUMBER OF SPANS IN MAIN UNIT 1 (58)DECK 7
(46)NUMBER OF APPROACH SPANS (59)SUPERSTRUCTURE 4
(107)DECK STRUCTURE TYPE- 8 CODE (60)SUBSTRUCTURE 5
(108)WEARING SURFACE/PROTECTIVE SYSTEM: (61)CHANNEL&CHANNEL PROTECTION 7
(A)TYPE OF WEARING SURFACE- CODE (62)CULVERTS N
(B)TYPE OF MEMBRANE - CODE I LOAD RATING AND POSTING CODE
(C)TYPE OF DECK PROTECTION- CODE (31)DESIGN LOAD Unknown 0
(63)OPERATING RATING METHOD- Load Factor 1
AGE AND SERVICE (64)OPERATING RATING- HS-6 11
(27)YEAR BUILT 1974
(65)INVENTORY RATING METHOD- Load Factor 1
(106)YEAR RECONSTRUCTED (66)INVENTORY RATING- HS-3 6
(42)TYPE OF SERVICE:ON- Highway (70)BRIDGE POSTING - Posting Required 0
UNDER- Waterway CODE 15 (41)STRUCTURE OPEN,POSTED,OR CLOSED P
(28)LANES:ON STRUCTURE 2 UNDER STRUCTURE 0 DESCRIPTION - Posted for Load
(29)AVERAGE DAILY TRAFFIC 420 APPRAISAL CODE
(30)YEAR OF ADT 2012 (109)TRUCK ADT PCT 6% (67)STRUCTURAL EVALUATION 3
(19)BYPASS OR DETOUR LENGTH 19 MI (68)DECK GEOMETRY 4
GEOMETRIC DATA (69)UNDERCLEARANCES,VERTI&HORIZ N
(48)LENGTH OF MAXIMUM SPAN 40 FT (71)WATERWAY ADEQUACY 7
(49)STRUCTURE LENGTH 41 FT (72)APPROACH ROADWAY ALIGNMENT 8
(50)CURB OR SIDEWALK: LEFT .4 FT RIGHT .4 FT (36)TRAFFIC SAFETY FEATURES 0000
(51)BRIDGE ROADWAY WIDTH CURB TO CURB 24.042 FT (113)SCOUR CRITICAL BRIDGES U
(52)DECK WIDTH OUT TO OUT 25.042 FT PROPOSED IMPROVEMENTS
(32)APPROACH ROADWAY WIDTH(W/SHOULDERS) 18 FT (75)TYPE OF WORK- CODE
(33)BRIDGE MEDIAN- No Median CODE 0 (76)LENGTH OF STRUCTURE IMPROVEMENT
(34)SKEW 450 (35)STRUCTURE FLARED 0 (94)BRIDGE IMPROVEMENT COST
(10)INVENTORY ROUTE MIN VERT CLEAR 999.9 FT (95)ROADWAY IMPROVEMENT COST
(47)INVENTORY ROUTE TOTAL HORIZ CLEAR 24.042 FT (96)TOTAL PROJECT COST
(53)MIN VERT CLEAR OVER BRIDGE RDWY 999.9 FT (97)YEAR OF IMPROVEMENT COST ESTIMATE
(54)MIN VERT UNDERCLEAR REF Not a Highway or Railroad 0 FT (114)FUTURE ADT 840 (115)YEAR FUTURE ADT 2025
(55)MIN LAT UNDERCLEAR RT REF Not a Highway or Railroad 000 FT
(56)MIN LAT UNDERCLEAR LT REF- 000 FT INSPECTIONS
(90)INSPECTION DATE 08/27/2014
NAVIGATION DATA (92)CRITICAL FEATURE INSPECTION: (93)CFI DATE
(38)NAVIGATION CONTROL- No Navigational Control CODE 0 A)FRACTURE CRIT DETAIL- NO A)
(111)PIER PROTECTION- CODE
B)UNDERWATER INSP- NO B)
(39)NAVIGATION VERTICAL CLEARANCE 0 C)OTHER SPECIAL INSP NO C)
(116)VERT-LIFT BRIDGE NAV MIN VERT CLEAR FT SCOUR
(40)NAVIGATION HORIZONTAL CLEARANCE 0 FT

BRIDGE MANAGEMENT UNIT
DATA ON EXISTING STRUCTURE Run Date: 10/13/2014
COUNTY: DIVISION : DISTRICT: STRUCTURE NUMBER: LENGTH :
MACON 14 3 550009 41 FEET
ROUTE CARRIED: FEATURE INTERSECTED:
SR1001 NORTH PRONG ELLIJAY CREEK
LOCATED: BRIDGE NAME:
.2 MI.N.JCT.SR1528 CITY:
FUNC.CLASS: SYST.ON : SYST.UNDER: ADT&YR: RAIL TYPE:
08 NFA NFA 420 2012 LT 227 RT 227
BUILT: BY: PROJ : FED.AID PROJ: DESIGN LOAD:
1974 BMU Unknown
REHAB: BY: PROJ : ALIGNMENT: SKEW: LANES:
TAN 45 ON 2 UNDER 0
NAVIGATION : HT.CRN.TO BED: WATER DEPTH :
VC 0 FT HC 0 FT 8 FT 1 FT
SUPERSTRUCTURE: TIMBER FLOOR ON SALVAGED I-BEAMS
SUBSTRUCTURE: YOUNT MASONRY ABUTMENTS
SPANS: 1 @ 41'
BEAMS OR GIRDERS: 12 LINES 16 I-BEAMS @ 2'-1.375 CENTERS
FLOOR: ENCROACHMENT: DECK(OUT TO OUT):
4X8 TIM/2 AWS 25.042 FT
CLEAR ROADWAY: BETWEEN RAILS: SIDEWALK OR CURB:
24.042 FT 24.75 FT LT .4 FT RT .4 FT
VERT.CL.OVER:
999.9 FT
INV.RTG. : OPE.RTG. : CONTR.MEMBER: POSTED:
HS-3 HS-6 InBm# SV 8 TTST 8 DATE 09/17/2012
5(Sec.Loss)
SYSTEM : GREEN LINE ROUTE:
Secondary S.R.Route N
UNDER ROUTES AND CLEARANCES
REMARKS: