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HomeMy WebLinkAbout20181268 Ver 1_Historic Architecture_20180914Project Tracking No. (Inte�mal Use) 16-02-0111 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. PRn.TF.CT iNFnRMATT(1N Project No: County: Macon WBS No.: 17BP.14.R.158 Document PCE T e.• Fed. Aid No: Funding: � State ❑ Federal Federal � Yes ❑ No Permit NWP 3 or 14 & TVA Permit s : T e(s): Proiect Descrintion: Replace Bridge No. 9 on SR 1001 (Ellijay Rd) over Ellijay Creek. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Descrintion oireview 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. Whv the available information provides a reliable basis for reasonablv predicting that there are no unidentified signiTcant historic architectural or landscape resources in the proiect aren: 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 Architec�tural Historian Date Hrstoric Archrtec�ure and Landscapes NO SURVEY REQUIREDform for Minor Transportalion Projects as Qaalified rn the 2007 Programmalic Agreen�ent. Page 1 of 2 a J W 2 I � 5 � i A 0 I c �`. • r! .� U � C O N c 3� (f� 3- d '. a` G; u�, �. i : o f _t N �� _ � y y N < (n �t m n; c cv -uri m ��� U �'� c C) 0 2 � _ ��„"' k� �� .vr-� � j � � � r :. �� J +� Y � 4 His�oric Arcliilech�re a�vd Lnudscnpes NO SURVF.Y RIiOUlRI:D fm•�n ja• d9inor "!'rnn.rporlatiai ProjeNs as Qualified in !he 20071'rogrammalic Agreenienl. Page 2 of 2 I�BP,l�,F�,15� - M���r� ��9 - �u�d M�� �;�,I�► ' � _ p �� 4 i �"'. , � _ {I `' \: � �� ` �. � "_ i��_ i_ i J � �� � _ . 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Q�vC ���er� �.�!�'�„ 'C�v4 �� x ra :- � � J;��L,.��,�� � ,,,,�: :�C?`J l��!7=i[�U� li�].�G7 ` il, �f� �e n �4�� �Ca]8: � 4 uoa7r, C NC DEPARTMENT OF TRANSPORTATION ATTENTION PRI. MAINT. ISSUED. O q ���' 9Op DIVISION OF HIGHWAYS • BRIDGE MANAGEMENT UNIT : T 4 ��"�FT �F T�aaS4o�~a BRI DGE I NSPECTION REPORT INSPECTION TYPE: Routine Inspection COUNTY MACON BRIDGE NUMBER 550009 INSPECTION CYCLE 2 YRS ROUTE SR1001 LOCATION .2 MI.N.JCT.SR1528 ACROSS ELLIJAY CREEK SUPERSTRUCTURE TIMBER FLOOR ON SALVAGED I-BEAMS SUBSTRUCTURE YOUNT MASONRY ABUTMENTS SPANS 1 @ 41' LONGITUDE 83° 16' 5.08" INSPECTION DATE 08/27/2014 PRESENT POSTING Y SV 18 TTST 22 OTHER SIGNS PRESENT DELINEATORS [4] n :;� � LOOKING NORTH LATITUDE 35° 12' 17.15" PRESENT CONDITION POOR PROPOSED POSTING - u-��: . �� � ���. � �r �, : � � �' �-^ ���: _ .. ,-,C. ""' ,•�Ir. ���Y� ��' .�`..� ��y:►�' , ' __- . .' �. �'.. _, .. Fracture Critical Temporary Shoring Scour Critical Scour POA �- � �._yv .��`�',�,� SIGN NOTICE :k; ��_ _ _ � a ISSUED FOR - . ._'�� No WEIGHT LIMIT ��c� ���J. x No DELINEATORS d;�, i'?, ` � l� ati� {��- . ` �'����"';'""�r No NARROW BRIDGE fa q� � {��O"� � h;si sr `� No ONE LANE BRIDGE A���4��4�� - — - -s�� ��-�g No LOW CLEARANCE No No No No NUMBERED RE�UIRED NATIONAL BRIDGE INVENTORY-------- STRUCTURE INVENTORY AND APPRAISAL Run Date: 10/13/2014 IDENTIFICATION (1) STATE NAME -NORTH CAROLINA BRIDGE 550009 (8) STRUCTURE NUMBER(FEDERAL) 000000001130009 (5) INVENTORY ROUTE (ON/UNDER) - ON 31010010 (2) STATE HIGHWAY DEPARTMENT DISTRICT 3 (3) COUNTY CODE 113 (4) PLACE CODE 0 (6) FEATURE INTERSECTED - NORTH PRONG ELLIJAY CREEK (7) FACILITY CARRIED SR1001 (9) LOCATION 2 MI.N.JCT.SR1528 (11)MILEPOINT (16)LAT 35° 12' 17.15" (17)LONG 83° 16' 5.08" (98)BORDER BRIDGE STATE CODE PCT SHARE (99)BORDER BRIDGE STRUCTURE NO STRUCTURE TYPE AND MATERIAL (43) STRUCTURE TYPE MAIN: Steel TYPE - Stringer Mutlibeam or Girder (44) STRUCTURE TYPE APPR : TYPE- (45) NUMBER OF SPANS IN MAIN UNIT (46) NUMBER OF APPROACH SPANS (107)DECK STRUCTURE TYPE - 8 (108)WEARING SURFACE / PROTECTIVE SYSTEM : (A) TYPE OF WEARING SURFACE - (B) TYPE OF MEMBRANE - (C) TYPE OF DECK PROTECTION - AGE AND SERVICE (27) YEAR BUILT (106)YEAR RECONSTRUCTED (42) TYPE OF SERVICE : ON - Highway UNDER - Waterway (28) LANES: ON STRUCTURE 2 UNDER STRUCTURE (29) AVERAGE DAILY TR.4FFIC (30) YEAR OF ADT 2012 (109) TRUCK ADT PCT (19) BYPASS OR DETOUR LENGTH GEOMETRIC DATA (48) LENGTH OF MAXIMUM SPAN (49)STRUCTURELENGTH (50)CURB OR SIDEWALK: LEFT .4 FT RIGHT (51) BRIDGE ROADWAY WIDTH CURB TO CURB (52) DECK WIDTH OUT TO OUT (32) APPROACH ROADWAY WIDTH (W/SHOULDERS) (33) BRIDGE MEDIAN - No Median (34) SKEW 45° (35) STRUCTURE FLARED (10) INVENTORY ROUTE MIN VERT CLEAR (47) INVENTORY ROUTE TOTAL HORIZ CLEAR (53) MIN VERT CLEAR OVER BRIDGE RDWY (54) MIN VERT UNDERCLEAR REF Not a Highway or Railroad (55) MIN LAT UNDERCLEAR RT REF Not a Highway or Railroad (56) MIN LAT UNDERCLEAR LT REF - NAVIGATION DATA — (38) NAVIGATION CONTROL - No Navigational Control (111)PIER PROTECTION - (39) NAVIGATION VERTICAL CLEARANCE (116)VERT - LIFT BRIDGE NAV MIN VERT CLEAR (40) NAVIGATION HORIZONTAL CLEARANCE 0 CODE 302 CODE 000 1 CODE CODE CODE CODE 1974 CODE 15 0 420 6% 19 MI 40 FT 41 FT 4 FT 24.042 FT 25.042 FT 18 FT CODE 0 0 999.9 FT 24.042 FT 999.9 FT 0 FT 000 FT 000 FT CODE 0 CODE 0 FT 0 FT SUFFICIENCY RATING = 25.5 STATUS = Structurally Deficient CLASSIFICATION CODE (112)NBIS BRIDGE SYSTEM - YES (104)HIGHWAY SYSTEM Is not on NHS 0 (26) FUNCTIONAL CLASS - Minor Collector O8 (100)STRAHNET HIGHWAY - Not a STRAHNET Route 0 (101)PARALLEL STRUCTURE - No Parallel Structure N (102)DIRECTION OF TRAFFIC - 2-way Traffic 2 (103)TEMPORARY STRUCTURE - (110)DESIGNATED NATIONAL NETWORK - Not on the National Network 0 (20) TOLL On Free Road 3 (31) MAINTAIN - State Highway Agency 01 (22) OWNER - State Highway Agency 01 (37) HISTORICAL SIGNIFICANCE - Not Eligible 5 CONDITION CODE • (58) DECK 7 (59)SUPERSTRUCTURE 4 (60) SUBSTRUCTURE 5 (61) CHANNEL & CHANNEL PROTECTION 7 (62) CULVERTS N LOAD RATING AND POSTING CODE � (31) DESIGN LOAD Unknown 0 (63) OPERATING RATING METHOD - Load Factor 1 (64) OPERATING RATING - HS-6 11 (65) INVENTORY RATING METHOD - Load Factor 1 (66) INVENTORY RATING - HS-3 6 (70) BRIDGE POSTING - Posting Required 0 (41) STRUCTURE OPEN, POSTED ,OR CLOSED P DESCRIPTION - Posted for Load APPRAISAL CODE (67) STRUCTURAL EVALUATION 3 (68) DECK GEOMETRY 4 (69) UNDERCLEARANCES,VERTI & HORIZ N (71) WATERWAY ADEQUACY 7 (72) APPROACH ROADWAY ALIGNMENT 8 (36) TRAFFIC SAFETY FEATURES 0000 (113)SCOUR CRITICAL BRIDGES U �:Z�71�I.y��711�1I�:Z��1/�1�/1�►�� (75) TYPE OF WORK - CODE (76) LENGTH OF STRUCTURE IMPROVEMENT (94) BRIDGE IMPROVEMENT COST (95) ROADWAY IMPROVEMENT COST (96) TOTAL PROJECT COST (97) YEAR OF IMPROVEMENT COST ESTIMATE (114)FUTURE ADT 840 (115) YEAR FUTURE ADT 2025 INSPECTIONS (90) INSPECTION DATE 08/27/2014 (92) CRITICAL FEATURE INSPECTION : (93) CFI DATE A) FRACTURE CRIT DETAIL - NO A) B) UNDERWATER INSP - NO B) C) OTHER SPECIAL INSP NO C) SCOUR COUNTY: MACON ROUTE CARRIED : SR1001 LOCATED: .2 MI.N.JCT.SR1528 BRIDGE MANAGEMENT UNIT DATA ON EXISTING STRUCTURE Run Date: 10/13/2014 DIVISION : DISTRICT: STRUCTURE NUMBER : LENGTH : 14 3 550009 41 FEET FEATUREINTERSECTED: NORTH PRONG ELLIJAY CREEK BRIDGE NAME : CITY : FUNC. CLASS : SYST.ON : SYST.UNDER : ADT & YR : 08 NFA NFA 420 2012 BUILT : BY : PROJ : FED.AID PROJ : 1974 BMU REHAB : BY : PROJ : ALIGNMENT : SKEW : TAN 45 NAVIGATION : HT. CRN. TO BED : VC 0 FT HC 0 FT 8 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: 4X8 TIM/2 AWS CLEAR ROADWAY : BETWEEN RAILS : 24.042 FT 24.75 FT VERT.CL.OVER : 999.9 FT INV.RTG. : OPE.RTG. : HS-3 HS-6 SYSTEM : Secondary S.R. Route UNDER ROUTES AND CLEARANCES I:����/_1:�:(.Yi CONTR.MEMBER: InBm# 5(Sec.Loss) RAIL TYPE : LT 227 RT 227 DESIGN LOAD : Unknown LANES : ON 2 UNDER 0 WATER DEPTH : 1 FT DECK (OUT TO OUTI : 25.042 FT SIDEWALK OR CURB : LT .4 FT RT .4 FT POSTED: SV 8 TTST 8 DATE 09/17/2012 GREEN LINE ROUTE : N