Amendment 0002 - NP-BLRI 1M20.pdf

(x)

693C7321B000008 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

ASHBURN VA 20147

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: ACQUISITION BRANCH

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1412/23/20200002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

12/07/2020

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Project NP-BLRI 1M20

The purpose of this Amendment is to Provide latest bridge inspection report for photos of the structure.

The Bid Opening date of January 6, at 2:00 p.m. will remain the same

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Amendment No. 0002

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0002 Project NP-BLRI 1M20 Roanoke River Bridge

Solicitation:

The purpose of this Amendment is to:

• Provide latest bridge inspection report for photos of the structure.

The Bid Opening date of January 6, at 2:00 p.m. will remain the same

STRUCTURE SUMMARY STRUCTURE NO. 5140-028P

ROANOKE RIVER BRIDGE INSPECTION DATE: 6/11/20

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL: ....... STEEL CONTINUOUS NO. OF MAIN SPANS:

MAIN SPAN TYPE: ............... GIRDER & FLOOR BEAM SYSTEM NO. OF APPR. SPANS:

# OF BEAMS, MAIN SPAN: .. 2 STRUCT. TOTAL LENGTH: .. 1,025.0 FT (312.4 M)

DECK TYPE: ......................... CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: .......... 220.0 FT (67.1 M)

WEARING SURFACE: .......... BITUMINOUS DECK WIDTH: ...................... 34.0 FT (10.4 M)

ABUT. FOUNDATIONS: ........ SPREAD FTG ON BEARING MAT'L CURB TO CURB WIDTH: ..... 26.0 FT (7.9 M)

PIER FOUNDATION(S): ........ SPREAD FTG ON BEARING MAT'L YEAR BUILT:

ABUTMENT / PIER MAT'L: ... CONCRETE YEAR RECONSTRUCTED: .. N/A

PROJ./PLAN REF. NO: ......... 1M10 / 3042A SKEW ANGLE: ..................... 0 °

NPS ROAD CLASS: .............. 1 - PRINCIPAL PARK ROAD FRACTURE CRITICAL: ........ YES

STRUCTURE HISTORY: ...... 1985-PAINTED. 2009-BRIDGE RAILINGS CLEANED AND PAINTED.

LOCATION

BLUE RIDGE PARKWAY MILE POINT: ..................... 114.67 (KM PT 184.52)

STATE: ................................. VIRGINIA LOCATION: 0.5 MILES TO VA ROUTE 618

FACILITY CARRIED: ............ BLUE RIDGE PARKWAY

FEATURE INTERSECTED: .. ROANOKE RIVER AND NSC RAILROAD

STRUCTURE EVALUATION SUMMARY

This fracture-critical steel girder and floor beam bridge is a high preservation priority due to widespread deterioration of the paint system and surface rusting of the steel superstructure , combined with the projected costs associated with delaying corrective action. The rusting of the steel is most acute under the deck drains, primarily because the drain pipes do not extend below the girders .

Other problems include soil and debris accumulation along the curblines ; deterioration of the asphalt approach pavement; deterioration of steel-backed timber railing at the approaches; erosion with undermining near the southwest wingwall end; and loss of backfill material through the weep holes.

Previous inspection report indicated "Pending rehabilitation project PRA -BLRI 1M20".

This inspection report also constitutes the fracture critical inspection of this bridge .

Corrective action should be taken as outlined in this report to help prevent the possible development of more serious or costly problems in the future.

INSPECTION TEAM: N. DICKHAUSEN (SEH), T. DZIEDZINA (GEOCAL)

CONDITION ASSESSMENT:

NINA L. DICKHAUSEN, P.E., FIELD TEAM LEADER

REPORT REVIEW:

MARCUS MILLER, P.E., BRIDGE INSPECTION ENGINEER 703-404-6252

REPORT APPROVAL: DATE: 8/31/20

JORGOMAI CEESAY, PH.D., P.E., BIP SUPERVISORY ENGINEER 703-404-6244

FIELD INSPECTION REPORT STRUCTURE NO. 5140-028P

CONDITION RATING CODES FOR ITEMS 58 - 62, 222, 223

N NOT APPLICABLE

9 EXCELLENT CONDITION

8 VERY GOOD CONDITION - no problems noted.

7 GOOD CONDITION - some minor problems.

6 SATISFACTORY CONDITION - structural elements show some minor deterioration.

5 FAIR CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling, or scour.

4 POOR CONDITION - advanced section loss, deterioration, spalling, or scour.

3 SERIOUS CONDITION - loss of section, deterioration, spalling, or scour have seriously affected primary structural components . Local failures are possible .

Fatigue cracks in steel or shear cracks in concrete may be present .

2 CRITICAL CONDITION - advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support . Unless closely monitored it may be necessary to close the structure until corrective action can be taken .

1 “IMMINENT ” FAILURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability . Structure is closed to traffic but corrective action may return structure to light service .

0 FAILED CONDITION - out of service; beyond corrective action .

CONDITION RATING CODE EQUIVALENTS FOR SUB-ELEMENTS

G = GOOD (CODES 7 - 9) F = FAIR (CODES 5 - 6) P = POOR (CODES 0 - 4)

58. DECK 6 ITEM REFERENCE AND REMARKS

1. DECK SLAB

2. EXPANSION JOINTS

3. WEARING SURFACE

4. RIDEABILITY

5. CURBS, SIDEWALKS, AND MEDIAN

6. PARAPETS AND/OR RAILINGS

7. DRAINS AND DRAINAGE

8. UTILITIES

9. DEFLECTION AND/OR VIBRATION

10. OTHER

F

F 58.1 MINOR TRANSVERSE CRACKING WITH SOME EFFLORESCENCE ON

DECK UNDERSIDE AND OVERHANGS. RANDOM POPOUTS WITH

EXPOSED REBAR ON DECK UNDERSIDE.

FROM 6/6/19 UBIV INSPECTION:

THREE EXPOSED REBARS ON DECK UNDERSIDE IN SPAN #3 NEAR

NORTH DECK DRAIN, EAST SIDE. DECK UNDERSIDE HAS AREAS OF

MINOR DELAMINATION WITHIN APPROXIMATELY 4' DIAMETER OF

CLOGGED DECK DRAINS, AND AT SEVERAL OTHER DRAIN

LOCATIONS. MINOR FLAKING OF FINISH COAT ON UNDERSIDE OF

WEST OVERHANG IN SPAN #2 AT NORTH GIRDER SPLICE. MINOR

BOLSTER SPALL AT EAST GIRDER IN SPAN #5 OVER FLOOR BEAM

#4.

F G G G F N

G N

59. SUPERSTRUCTURE 6

1. BEARING DEVICES

2. GIRDERS OR BEAMS

3. ARCH(ES) OR SLAB(S)

4. FLOOR BEAMS AND STRINGERS

5. TRUSSES

6. DIAPHRAGMS AND BRACING

7. PAINT

8. FASCIA(E)

9. DEFLECTION AND/OR VIBRATION

10. ALIGNMENT

11. OTHER

G G N G N

58.2 WIDESPREAD MINOR CORROSION ON FINGER JOINT ASSEMBLIES.

MINOR DEBRIS ACCUMULATION ON FINGER JOINTS.

G P N G

58.3 MINOR TO MODERATE RANDOM CRACKING THROUGHOUT ASPHALT

WEARING SURFACE.

HOLLOW SOUNDING ALONG CURBLINE, EXTENDING 1FT TO 2 FT

INTO TRAVEL LANE.

G N

60. SUBSTRUCTURE 7

ABUTMENTS

1. BREASTWALLS OR COLUMNS

2. PILE BENTS

3. CAPS AND/OR BEARING SEATS

4. BACKWALLS AND/OR BULKHEADS

5. FOUNDATIONS

6. WINGWALLS

7. WEEP HOLES

8. EXPANSION JOINTS

9. EROSION AND/OR SCOUR

10. SETTLEMENT OR DEFLECTION

11. SLOPE PROTECTION

12. OTHER

G

N 58.5 MINOR TRANSVERSE AND MAP CRACKING OF SIDEWALKS.

G G N G

58.6 PEELING PAINT WITH MINOR RUSTING OF RAILING EXPANSION

SLEEVES. MINOR RUSTING ALONG EDGES OF RAIL POST BASE

PLATES.

P N F

G

58.7 MINOR TO MODERATE SOIL AND DEBRIS ACCUMULATION WITH

VEGETATION GROWTH ALONG CURBLINES.

MINOR TO MODERATE DEBRIS ACCUMULATION IN DRAIN TROUGH

AT SOUTH ABUTMENT . ONE CLOGGED DECK DRAIN IN WEST

CURBLINE NEAR CENTER OF BRIDGE.

G N

PIER(S)

13. WALLS AND/OR COLUMNS

14. PILE BENTS

15. CAPS AND/OR BEARING SEATS

16. FOUNDATIONS

17. EROSION AND/OR SCOUR

18. SETTLEMENT OR DEFLECTION

19. OTHER

G N G

N 58.7, 59.2 SCUPPERS DO NOT EXTEND BELOW GIRDERS.

F G N

ITEM REFERENCE AND REMARKS

61. CHANNEL 7

1. ALIGNMENT G

2. EROSION AND/OR SCOUR G

3. CHANNEL PROTECTION G

4. WATERWAY OBSTRUCTIONS G

5. OTHER N

6. ADEQUACY OF OPENING SUFF

7. NORMAL VELOCITY MED

8. AVERAGE CLEAR OPENING 99 FT.

9. STREAM BED COMPOSITION :

ROCK, SAND, GRAVEL

222. APPROACHES 6

1. APPROACH SLABS

2. RELIEF JOINTS

3. APPROACH GUARDRAIL

4. SURFACING

5. EROSION

6. SETTLEMENT

7. SIGNS

8. ALIGNMENT

9. OTHER (STORM DRAIN)

N N F F F F G G G

223. RETAINING WALL N

1. WALL

2. WEEP HOLES

3. FOUNDATION

4. EROSION AND/OR SCOUR

5. SETTLEMENT OR DEFLECTION

6. OTHER

36. TRAFFIC AND SAFETY FEATURES

A. BRIDGE RAILINGS

B. TRANSITIONS

C. APPROACH GUARDRAILS

D. APPROACH GUARDRAIL ENDS

TRAFFIC SAFETY RATING CODES

0 - Does not meet standards or a safety feature is required and none is provided.

1 - Meets currently acceptable standards.

N - Not applicable or a safety feature is not required.

59, 60 MINOR GRAFFITI ON ENDS OF SUPERSTRUCTURE AND

SUBSTRUCTURE.

59.1,2,4,6,7 FROM 6/6/19 UBIV INSPECTION:

PAINT IS LEAD-BASED. MINOR TO MODERATE PAINT FAILURE AND

SPOT RUSTING OF STRUCTURAL STEEL THROUGHOUT; AREAS OF

100% PAINT FAILURE THROUGHOUT.

MINOR RUSTING OF BEARINGS AND HARDWARE; MODERATE

RUSTING OF ANCHOR BOLT WASHERS AT EAST AND WEST

BEARINGS, PIER #2. SEVERAL ANCHOR BOLT NUTS NOT FULLY

SEATED.

MODERATE SURFACE RUSTING OF BOTTOM FLANGES AND WEBS

OF GIRDERS ON TOP INTERIOR SURFACE IN AREAS BELOW DRAINS.

MINOR DISTORTION OF GIRDER BOTTOM FLANGES ON EACH SIDE

OF SPLICE PLATES. MINOR PACK RUST (UP TO 1/8" THICK)

BETWEEN BOTTOM FLANGE SPLICE PLATES. MODERATE RUSTING

WITH NEGLIGIBLE SECTION LOSS AT BUTT SPLICE OF WEST

GIRDER ON BOTTOM FLANGE IN SPAN #3 NEAR PIER #2.

BENT VERTICAL STIFFENER ON EAST SIDE OF EAST GIRDER NEAR

MIDSPAN OF SPAN #2 (NOTED IN 2014 UBIV INSPECTION, COULD

NOT VERIFY DURING 6/6/19 UBIV INSPECTION).

BIRD NESTS ON GUSSET PLATES IN SEVERAL LOCATIONS.

CONNECTION BOLTS INSTALLED UPSIDE-DOWN THROUGHOUT.

60.3 MINOR DEBRIS ACCUMULATION ON ABUTMENT BEARING SEATS.

60.6 MINOR RANDOM CRACKING WITH EFFLORESCENCE ON

WINGWALLS.

60.7 LOSS OF BACKFILL MATERIAL THROUGH WEEP HOLES.

60.9 UNDERMINING (5'L X 6"H X 30" UNDER) OF TERMINAL WALL AT END

OF SOUTHWEST WINGWALL.

60.11 MINOR DETERIORATION AND UNDERMINING OF ASPHALT TROUGH

IN FRONT OF NORTH ABUTMENT.

ADDITIONAL ITEM REFERENCE AND REMARKS

60.13,15 FROM 6/6/19 UBIV INSPECTION:

MINOR VERTICAL CRACKING OF SEVERAL PIER COLUMNS AT TOP, EXTENDING FROM ANCHOR BOLTS. MINOR EDGE SPALLING ON SOUTH SIDE OF WEST COLUMN AT TOP, PIER #2 AND PIER #4. SEVERAL AREAS OF

DELAMINATION OVER FORM TIES ON SOUTH SIDE OF WEST COLUMN, PIER #3.

60.17, 61.4 FROM 6/6/19 UBIV INSPECTION:

MODERATE SCOUR HOLE AT PIER #3; FOOTING PREVIOUSLY REPORTED AS EXPOSED UP TO10" AT UPSTREAM

SIDE; PIER #3 FOOTING APPEARS TO BE FOUNDED ON BEDROCK.

61.2 SEE BRIDGE FILE FOR SCOUR EVALUATION.

222.3 MODERATE TO SEVERE DECAY IN TOPS OF SEVERAL TIMBER RAIL POSTS. MINOR RUSTING OF STEEL BACKING

PLATES. ROTATED BACKING BLOCKS NEAR BRIDGE ENDS.

222.4,6 MODERATE TRANSVERSE AND RANDOM CRACKING (UP TO 1/4"W) OF APPROACH PAVEMENT WITH PAVEMENT BREAKING UP (1-1/2"D) ALONG CRACKS. MINOR TO MODERATE SETTLEMENT (UP TO 1-1/2") ADJACENT TO DECK EXPANSION JOINTS. SOUTHBOUND LANE AT NORTH END AND NORTHBOUND LANE AT SOUTH END HAVE BEEN FEATHER-PATCHED TO HELP ELIMINATE BUMP ONTO BRIDGE; HOWEVER, A BUMP STILL EXISTS. MODERATE

DETERIORATION OF NORTH APPROACH PAVEMENT IN SOUTHBOUND LANE.

ASPHALT PATCHES OVER AREAS OF DENSE CRACKING IN SOUTHBOUND LANE OF NORTH APPROACH ARE

BREAKING UP.

222.5, 36.B APPROACH GUARDRAILS NOT ATTACHED TO PARAPETS ; LARGE GAP AT SOUTHWEST CORNER WITH UP TO30"

DROP-OFF AT EDGE OF PAVEMENT.

222.7 "ROANOKE RIVER" SIGNS AT BOTH APPROACHES.

222.9 STORM DRAIN CLOGGED WITH DEBRIS AT SOUTH END OF WEST CURBLINE.

36.B,C,D APPROACH GUARDRAIL NOT CONNECTED TO BRIDGE RAILING. NON-STANDARD APPROACH GUARDRAIL AT

SOUTHWEST CORNER. NORTHWEST APPROACH RAIL END NOT TERMINATED SAFELY.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-028P

STRUCTURE IDENTIFICATION

(201) PARK: BLUE RIDGE PARKWAY (1) STATE: ....................................... 513 - VIRGINIA (VA)

(202) STRUCTURE NAME: .......... ROANOKE RIVER BRIDGE (2) STATE HWY. AGENCY DIST:

(203) STRUCTURE KIND: ............ 1 - BRIDGE (3) COUNTY CODE: ........................ 161 - ROANOKE

(204) STRUCTURE NUMBER: ..... 5140-028P (4) CITY/PLACE CODE:

(205) NPS REGION: .................... 4 - SOUTHEAST (5) INVENTORY ROUTE:

(206) ROUTE CODE NUMBER: ... 1 (6) FEATURES INTERSECTED:....... ROANOKE RIVER AND NSC R

(207) ROAD SECTION NO: .......... 028P (7) FACILITY CARRIED: .................. BLUE RIDGE PARKWAY

(208) NPS ROAD CLASS: ............ 1 - PRINCIPAL PARK ROAD (8) STATE STRUCTURE NO: .......... 5140028P0000000

(209) WITHIN NPS BNDRY?: ....... YES (9) LOCATION: ................................ 0.5 MILES TO VA ROUTE 618

(210) OPERATING UNIT: ............. ROANOKE (10) INV. RTE. - MIN. VERT. CLR: .. 99.99 FT (99.99 M)

(211) PROJECT NO(S): ................ 1M10 (11) MILE POINT: ............................. 114.67 (KM PT 184.52)

(212) DRAWING NUMBERS: ....... 3042A (27) YEAR BUILT:

(21) MAINTAINED BY: ................. 66 - NATIONAL PARK SERVICE (106) YEAR RECONSTRUCTED: .... N/A

(22) OWNER: ............................... 66 - NATIONAL PARK SERVICE (20) TOLL: ........................................ 3 - FREE ROAD

(37) HISTORICAL DESIGNATION: .. 5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL: ..

(43B) MAIN STR. TYPE:

(45) NO. OF MAIN SPANS:

(48) MAX. SPAN LENGTH:

(49) STRUCTURE LENGTH:

(216A) ABUTMENT #1 FDN:

(216B) ABUTMENT #2 FDN:

(217A) PREDOM. PIER FDN.: ..

(217B) SECOND. PIER FDN: ...

(107) DECK TYPE:

4 - STEEL CONTINUOUS

03 - GIRDER & FLOOR BEAM SYSTEM

220.0 FT (67.1 M)

1,025.0 FT (312.4 M)

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

1 - CONCRETE CAST-IN-PLACE

(44A) APPR. STR. MATERIAL: ........ 0 - OTHER

(44B) APPR. STR. TYPE: ................ 00 - OTHER

(46) NO. OF APPROACH SPANS: .. 0

(108) WEAR SURFACE/PROTECT SYSTEM:

A) TYPE WEARING SURFACE: .. 6 - BITUMINOUS

B) TYPE MEMBRANE: ................. 0 - NONE

C) TYPE PROTECTION: .............. 0 - NONE

(218) IS SALT USED?: ..................... YES

LOAD RATING AND POSTING

(31) DESIGN LOAD: ................. 2 - H15 (M13.5) (41) LOAD RESTRICTION: ......... R - POSTED (OTHER)

(66) INVENTORY RATING: ...... 24.0 TONS (21.8 METRIC TONS) (70) BRIDGE POSTING: .............. 5 - NO POSTING REQUIRED

(64) OPERATING RATING: ...... 41.0 TONS (37.2 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 6/20 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

(219) ADD. STUDIES NEEDED: N - 0 - NONE

(220) SPECIAL STUDY TYPE: 0 - NONE

(221) SPECIAL STUDY DATE:

(A) FRACTURE CRITICAL: ... YES

INSP. EVERY: 24 MONTHS - LAST INSP. :

(B) UNDERWATER: .............. NO

INSP. EVERY: MONTHS - LAST INSP. :

6/20

(C) SPECIAL INSPECTION: .. NO

INSP. EVERY: MONTHS - LAST INSP. :

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-028P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:

(17) LONGITUDE:

(19) DETOUR LENGTH:

(28A) LANES ON STRUCT:

(28B) LANES UNDER STRUCT: ...

(42A) SERVICE ON:

(42B) SERVICE UNDER:

(29) AVG. DAILY TRAFFIC:

(30) YEAR OF ADT:

(114) FUTURE ADT:

(115) YEAR OF FUTURE ADT:

(101) PARALLEL STRUCTURE: ...

(38) NAVIGATION CONTROL?: ...

(39) VERTICAL CLEARANCE:

(40) HORIZ. CLEARANCE:

(111) ABUT. OR PIER PROT:

LATERAL UNDERCLEARANCE:

(55) RIGHT:

(56) LEFT:

37°15'21.30"

79°52'11.80"

25 MI (40 KM)

5 - HIGHWAY-PEDESTRIAN

7 - RAILROAD-WATERWAY

N - NONE

0.0 FT (0.0 M)

0.0 FT (0.0 M)

70.0 FT (21.3 M)

0.0 FT (0.0 M)

(51) CURB TO CURB WIDTH:

(52) DECK WIDTH:

(32) APPR. ROADWAY WIDTH:

(213) APPR. PAVEMENT WIDTH:

LEFT SHOULDER:

RIGHT SHOULDER:

(33) BRIDGE MEDIAN:

(34) SKEW ANGLE:

(35) DECK FLARE?:

(47) TOTAL HORIZ. CLEARANCE:

(50) SIDEWALKS:

LEFT :

RIGHT :

(214) BRIDGE RAIL TYPE:

RAIL CONFIGURATION:

MATERIAL:

DESIGN TYPE:

(215) BRIDGE RAIL HEIGHT:

(53) MIN. VRT. CLEAR. OVER DECK:

(54) MIN. VRT. UNDERCLEARANCE:

26.0 FT (7.9 M)

34.0 FT (10.4 M)

30.0 FT (9.1 M)

22.0 FT (6.7 M)

4.0 FT (1.2 M)

4.0 FT (1.2 M)

0 - NO MEDIAN

0 °

NO

26.0 FT (7.9 M)

2.8 FT (0.9 M)

2.8 FT (0.9 M)

2 - MOUNTED ON PARAPET

3 - CONCRETE/STEEL

1 - CONTINUOUS RAIL

3.48 FT (1.06 M)

99.99 FT (99.99 M)

62.70 FT (19.11 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK: ................................. 6 (67) STRUCTURAL EVALUATION:

(59) SUPERSTRUCTURE: ......... 6 (68) DECK GEOMETRY:

(60) SUBSTRUCTURE: .............. 7 (69) UNDERCLEARANCES:

(61) CHANNEL: .......................... 7 (71) WATERWAY ADEQUACY:

(62) CULVERT: ........................... N (72) APPROACH ALIGNMENT:

(222) APPROACHES: .................6 (113) SCOUR CRITICAL: ................... 5 - Stable; scour within limits of f

(223) RETAINING WALL: ........... N (225) PURPOSE OF IMPROVEMENT: 2 - REHAB/RECONSTRUCTION

(36) TRAFFIC SAFETY FEAT: ... 1000 (226) PRIORITY OF IMPROVEMENT: B - MAJOR

(75A) TYPE OF WORK: .............. (227) MAINTENANCE COST:

(75B) WORK DONE BY: ............. (228) REHAB./RECONSTR. COST: ...

(76) IMPROVEMENT LENGTH: .. (229) CONSTRUCTION COST:

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1985-PAINTED. 2009-BRIDGE RAILINGS CLEANED AND PAINTED.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIG. INFO.:

APPENDIX STRUCTURE NO. 5140-028P

PHOTOGRAPHS STRUCTURE NO. 5140-028P

PHOTO #1 - LOOKING NORTH TOWARD SKYLINE DRIVE

FLOW

PHOTO #2 - EAST (DOWNSTREAM) SIDE

PHOTO #3 - GENERAL TOPSIDE VIEW LOOKING SOUTH

PHOTO #4 - TYPICAL CLOGGED DECK DRAIN, DRAIN IN SPAN #5

SHOWN

PHOTO #5 - GENERAL VIEW OF NORTH EXPANSION JOINT; NOTE

SURFACE RUST

PHOTO #6 - ASPHALT DETERIORATION IN SOUTHBOUND LANE AT

NORTH ABUTMENT

PHOTO #7 - SETTLEMENT OF APPROACH ASPHALT OF NORTHBOUND

LANE AT NORTH ABUTMENT

PHOTO #8 - VEGETATION GROWTH ALONG WEST CURBLINE

PHOTO #9 - DEBRIS AND VEGETATION GROWTH ALONG EAST

CURBLINE

PHOTO #10 - LONGITUDINAL CRACKING OF WEARING SURFACE IN

NORTHBOUND LANE IN SPAN #1

PHOTO #11 - TYPICAL TRANSVERSE CRACKING OF CURB, CURB IN

SPAN #1 SHOWN

PHOTO #12 - CORROSION OF JOINT ARMOR OF NORTH JOINT IN WEST

CURBLINE; NOTE DEBRIS ACCUMULATION IN JOINT AND ALONG CURB

PHOTO #13 - DECAY IN TIMBER APPROACH RAILING POST AT

NORTHWEST APPROACH RAILING

PHOTO #14 - GENERAL UNDERSIDE VIEW OF SPAN #1 LOOKING NORTH

(PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #15 - TRANSVERSE CRACKING WITH EFFLORESCENCE IN

UNDERSIDE OF DECK IN SPAN #6

PHOTO #16 - TYPICAL TRANSVERSE CRACKING WITH

EFFLORESCENCE IN DECK OVERHANG, EAST OVERHANG AT PIER #5

SHOWN (PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #17 - TYPICAL TRANSVERSE

CRACKING WITH EFFLORESCENCE ON WEST

OVERHANG, SPAN #4 SHOWN (PHOTO FROM

06/05/2019 UBIV INSPECTION)

PHOTO #18 - GENERAL VIEW OF NORTH

ABUTMENT (PHOTO FROM 06/05/2019 UBIV

INSPECTION)

PHOTO #19 - GENERAL VIEW OF EAST BEARING AT NORTH ABUTMENT

(PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #20 - GENERAL VIEW OF WEST BEARING AT NORTH ABUTMENT

PHOTO #21 - GENERAL VIEW OF PIER #1

(PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #22 - GENERAL VIEW OF EAST

BEARING AT PIER #1 (PHOTO FROM 06/05/2019

UBIV INSPECTION)

PHOTO #23 - GENERAL VIEW OF WEST

BEARING AT PIER #1 (PHOTO FROM 06/05/2019

UBIV INSPECTION)

PHOTO #24 - TYPICAL PAINT FAILURE WITH

RUSTING ON BOTTOM FLANGE, WEST GIRDER

IN SPAN #2 SHOWN (PHOTO FROM 06/05/2019

UBIV INSPECTION)

PHOTO #25 - PACK RUST ON BOTTOM FLANGE

ON COVER PLATES OF WEST GIRDER OF

SPAN #2 AT SOUTH SPLICE (PHOTO FROM

06/05/2019 UBIV INSPECTION)

PHOTO #26 - GENERAL VIEW OF PIER #2;

NOTE VINE GROWTH (PHOTO FROM

06/05/2019 UBIV INSPECTION)

PHOTO #27 - GENERAL VIEW OF EAST BEARING AT PIER #2 (PHOTO

FROM 06/05/2019 UBIV INSPECTION)

PHOTO #28 - GENERAL VIEW OF WEST BEARING AT PIER #2 (PHOTO

FROM 06/05/2019 UBIV INSPECTION)

PHOTO #29 - GENERAL VIEW OF LATERAL GUSSET PLATE AT

FLOORBEAM AND LATERAL BRACING CONNECTION, SPAN #3 AT EAST

GIRDER (PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #30 - SPALLING AT TOP OF WEST COLUMN ON WEST FACE ON

TOP OF PIER #2 (PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #31 - PAINT FAILURE ON SPLICE

PLATES, SOUTH SPLICE ON EAST GIRDER IN

SPAN #2 SHOWN (PHOTO FROM 06/05/2019

UBIV INSPECTION)

PHOTO #32 - PACK RUST AND SECTION LOSS

AT JOINT BETWEEN BOTTOM FLANGES, FIRST

SPLICE SOUTH OF PIER #2 (PHOTO FROM

PHOTO #33 - GENERAL VIEW OF PIER #3 (PHOTO FROM 06/05/2019

UBIV INSPECTION)

PHOTO #34 - GENERAL VIEW OF EAST BEARING AT PIER #3 (PHOTO

PHOTO #35 - GENERAL VIEW OF WEST BEARING AT PIER #3 (PHOTO

FROM 06/05/2019 UBIV INSPECTION)

PHOTO #36 - TYPICAL BIRD NEST ON LATERAL CONNECTION GUSSET

PLATES, 1ST CONNECTION SOUTH OF PIER #4 ALONG WEST GIRDER

SHOWN (PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #37 - TYPICAL PAINT FAILURE ON

WEST GIRDER IN SPAN #4 (PHOTO FROM

06/05/2019 UBIV INSPECTION)

PHOTO #38 - TYPICAL STRINGER SPLICE,

SPAN #4 NEAR SPAN #4 SHOWN, EAST

STRINGER (PHOTO FROM 06/05/2019 UBIV

PHOTO #39 - TYPICAL PAINT FAILURE ON

INTERIOR FACE OF GIRDERS, EAST GIRDER

OF SPAN #4 SHOWN (PHOTO FROM 06/05/2019

UBIV INSPECTION)

PHOTO #40 - PAINT FAILURE AND RUSTING ON

FLOOR BEAM #4 IN SPAN #4 (PHOTO FROM

PHOTO #41 - TYPICAL CONDITION OF LATERAL BRACING, SPAN #4

SHOWN (PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #42 - GENERAL VIEW OF PIER #4

PHOTO #43 - GENERAL VIEW OF EAST BEARING AT PIER #4 (PHOTO

FROM 06/05/2019 UBIV INSPECTION)

PHOTO #44 - GENERAL VIEW OF WEST BEARING AT PIER #4 (PHOTO

PHOTO #45 - TYPICAL TRANSVERSE CRACKING WITH

EFFLORESCENCE IN DECK UNDERSIDE, BAY #2 IN SPAN #5 SHOWN

(PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #46 - TYPICAL PAINT FAILURE ON VERTICAL STIFFENERS, EAST

GIRDER ON SPAN #5 SHOWN (PHOTO FROM 06/05/2019 UBIV

PHOTO #47 - TYPICAL PAINT FAILURE ON GIRDERS, EAST GIRDER IN

SPAN #5 SHOWN (PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #48 - TYPICAL PAINT FAILURE ON VERTICAL STIFFENERS ON

WEST GIRDER, SPAN #5 SHOWN (PHOTO FROM 06/05/2019 UBIV

PHOTO #49 - TYPICAL PAINT FAILURE ON FLOORBEAM KNEE BRACES,

WEST GIRDER IN SPAN #5 SHOWN (PHOTO FROM 06/05/2019 UBIV

INSPECTION)

PHOTO #50 - TYPICAL PAINT FAILURE ON VERTICAL STIFFENERS, EAST

GIRDER IN SPAN #5 SHOWN (PHOTO FROM 06/05/2019 UBIV

PHOTO #51 - TYPICAL PEELING PAINT ON GIRDERS EAST GIRDER IN

SPAN #5 SHOWN (PHOTO FROM 06/05/2019 UBIV INSPECTION)

PHOTO #52 - SPALLING OF HAUNCH OF EAST GIRDER IN SPAN #5

PHOTO #53 - GENERAL VIEW OF PIER #5

PHOTO #54 - GENERAL VIEW OF EAST BEARING AT PIER #5 (PHOTO

PHOTO #55 - GENERAL VIEW OF WEST BEARING AT PIER #5 (PHOTO

FROM 06/05/2019 UBIV INSPECTION)

PHOTO #56 - TYPICAL VERTICAL CRACKING OF PIER COLUMNS, EAST

COLUMN OF PIER #5 SHOWN (PHOTO FROM 06/05/2019 UBIV

PHOTO #57 - GENERAL VIEW OF SOUTH ABUTMENT

PHOTO #58 - HORIZONTAL CRACKING AT WEEP HOLE IN SOUTH

ABUTMENT BREASTWALL

PHOTO #59 - UPSTREAM CHANNEL

PHOTO #60 - DOWNSTREAM CHANNEL

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