Amendment A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A001 03/01/2020 N/A See Box 14

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056721R000013

9B. DATED (SEE ITEM 11)

02/02/2022

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

(_x_ ) is extended, ( ) is not extended.

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 Items 8 and 15, and returning 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 telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

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

WA NPS PP NOCA 2020(1), Pavement Preservation North Cascades

See page 2.

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

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

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 03-01-2022 WA NPS PP NOCA 2020(1) Solicitation No. 69056721R000013 Pavement Preservation North Cascades

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises proposal date from 03/03/2022 to 03/10/2022.

CONTRACT CLAUSES

Page C-83. Adds physical data, FAR Clause 52.263-4 Physical Data (Apr 1984).

SPECIAL CONTRACT REQUIREMENTS

Page E-22, Subsection 108.01, Commencement, Prosecution, and Completion of Work.

Adds Subsection (j).

ENCLOSURES

Pages:

E-22 C-83

Page(s) not included due to Pen and Ink change(s):

A-3

New proposal date: 03-10-2022

C - 83 understanding or representation is expressly stated in this contract.

52.236-4 Physical Data (Apr 1984)

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by: N/A..

(b) Weather conditions: N/A.

(c) Transportation facilities: N/A.

(d) Geotechnical data, design data, and environmental information consisting of the following, will be posted with the solicitation.

NOCA_C6_Final_Report

52.236-5 Material and Workmanship (Apr 1984)

(a) All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

(b) The Contractor shall obtain the Contracting Officer’s approval of the machinery and mechanical and other equipment to be incorporated into the work. When requesting approval, the Contractor shall furnish to the Contracting Officer the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the machinery and mechanical and other equipment. When required by this contract or by the Contracting Officer, the Contractor shall also obtain the Contracting Officer’s approval of the material or articles which the Contractor contemplates incorporating into the work. When requesting approval, the Contractor shall provide full information concerning the material or articles. When directed to do so, the Contractor shall submit samples for approval at the Contractor’s expense, with all shipping charges prepaid. Machinery, equipment, material, and articles that do not have the required approval shall be installed or used at the risk of subsequent rejection.

(c) All work under this contract shall be performed in a skillful and workmanlike manner. The Contracting Officer may require, in writing, that the Contractor remove from the work any employee the Contracting Officer deems incompetent, careless, or otherwise objectionable.

52.236-6 Superintendence by the Contractor (Apr 1984)

At all times during performance of this contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the Contractor.

52.236-7 Permits and Responsibilities (Nov 1991)

The Contractor shall, without additional expense to the Government, be responsible for obtaining any

Contract Clauses WA NPS PP NOCA 2020(1), Pavement Preservation North Cascades

North abutment settlement mitigation-TM.pdf RG1412.pdf Skagit River Bridge - Safety Inspection Report 2020 - 9470-015P_Redacted.pdf

Revised by Amendment A001

E-22 DIVISION 100

Special Contract Requirements Project: WA NPS PP NOCA 2020(1), Pavement Preservation North Cascades

(3) Colonial Creek Campground from August 8 to August 19, 2022, dates inclusive.

(i) Small parking areas (1000 square yards or less) can be closed for a 24-hour period, for surface treatment, as approved by the CO.

(j) Do not perform work on Route 101 until July 5, 2022.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis- Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO.

108.02 Subcontracting Amend as follows:

Delete the text of the first paragraph and substitute the following:

Follow the requirements of FAR Clause 52.222-11 Subcontracts (Labor Standards) and FAR Clause 52.236-1 Performance of Work by the Contractor.

Delete the last paragraph and substitute the following:

In FAR Clause 52.236-1 Performance of Work, the percentage of work performed by the Contractor will be computed as the cost of the contract work performed on-site by the Contractor’s employees divided by the total cost of the contract.

108.03 Determination and Extension of Contract Time. Add the following to paragraph (c):

No adjustment in contract time or amount will be made for stop orders issued under Subsection 108.05(a) or (b), except an adjustment in contract time, as provided by FAR Clause 52.249-10 Default (Fixed-Price Construction), may be made when the Contractor is able to demonstrate that the weather was unusually severe based on the most recent 10 years of historical data.

108.04 Failure to Complete Work on Time. Delete this Subsection and substitute the following:

Follow the requirements of FAR Clause 52.211-12 Liquidated Damages — Construction.

Liquidated damages in the amount specified in Table 108-1 will be assessed for each calendar day beyond the time specified in the contract until substantial completion of the work.

Liquidated damages will not be assessed for the following:

(a) The day of the final inspection.

(b) Days required to perform work added to the contract after substantial completion including items identified during the final inspection that were not required before that time.

Revised by Amendment A001

BRIDGE INSPECTION REPORT

SKAGIT RIVER BRIDGE

NEWHALEM CAMPGROUND ACCESS RD OVER SKAGIT RIVER

NORTH CASCADES NATIONAL PARK

LOOKING AHEAD (SOUTH) TOWARD VISITOR CENTER

STRUCTURE NO. 9470-015P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 8/24/2020

Report prepared by:

Federal Highway Administration Federal Lands Bridge Office Bridge Inspection and Management Program 21400 Ridgetop Circle Sterling, Virginia 20166 https://bridge.flhd.fhwa.dot.gov

WEST (DOWNSTREAM) SIDE

STRUCTURE SUMMARY STRUCTURE NO. 9470-015P

SKAGIT RIVER BRIDGE INSPECTION DATE: 08/24/2020

discharge from the dam located upstream.

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

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 9470-015P

SKAGIT RIVER BRIDGE INSPECTION DATE : 08/24/2020

226 PRIORITY OF IMPROVEMENT D

A (Critical) - Structure is closed, in immediate damage of collapse, or presents a critical safety danger.

B (Major) - Structure is seriously deficient or presents a safety hazzard, but can remain open at reduced loads or with frequent inspections.

C (Moderate) - Structure is deficient, functionally obsolete, or requires substantial repairs to prevent a serious deficiency or unsafe condition.

D (Minor) - Structure is generally in good condition. Preventive maintenance may be required.

E (Special) - Structure is under construction or reconstruction.

COST ESTIMATE SUMMARY

(*Includes typical contract costs for mobilization, traffic control and design/construction engineering: but does not include detour bridges, work beyond the bridge limits, or work not listed above. Estimates are approximate and are for planning purposes only; they should not be used as a complete or final engineers estimate.)

Remarks : Cost estimates assume that the recommended actions will be combined with similar work being performed on other structures.

Bridge may be replaced in the near future; recommendations only apply if bridge is not replaced.

STRUCTURE LOAD RATING STRUCTURE NO. 9470-015P

SKAGIT RIVER BRIDGE INSPECTION DATE: 08/24/2020

TRUCK TYPE

INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)

TONS METRIC TONS TONS METRIC TONS

H 33 30 55 50

HS 50 45 83 75

TYPE 3 49 44 82 74

TYPE 3S2 55 50 92 83

TYPE 3-3 60 54 101 92

DESIGN LOADING: 5 - HS 20

X CAPACITY MEETS OR EXCEEDS DESIGN LOAD

X CAPACITY IS LESS THAN DESIGN LOAD

X ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION: 08/01/2016

LOAD RATING CONTROLLED BY: WEB1

REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 9470-015P

SKAGIT RIVER BR DGE INSPECTION DATE: 08/24/2020

STRUCTURE IDENTIFICATION

(201) PARK: NORTH CASCADES NATIONAL PARK

(202) STRUCTURE NAME:..............SKAGIT RIVER BRIDGE

(203) STRUCTURE KIND:............... 1 - BRIDGE

(204) STRUCTURE NUMBER:.........9470-015 P

6 - PACIFIC WEST(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:

(208) NPS ROAD CLASS:............... 2 - CONNECTOR ROAD

(209) WITHIN NPS BNDRY?:.......... Yes

(210) OPERATING UNIT:.................SKAGIT

(211) PROJECT NO(S):................... UNKNOWN

(212) DRAWING NUMBERS:...........RG1412

(21) MAINTAINED BY:......................66 - NATIONAL PARK SERVICE

(22) OWNER:................................... 66 - NATIONAL PARK SERVICE

(1) STATE:

(2) STATE HWY. AGENCY DIST:

(3) COUNTY CODE:

(4) CITY / PLACE CODE:

(5) INVENTORY ROUTE:

(6) FEATURES INTERSECTED:

(7) FACILITY CARRIED:

(8) STATE STRUCTURE NO:

(9) LOCATION:

(10) INV. RTE. - MIN. VERT. CLR:

(11) MILE POINT:

(27) YEAR BUILT:

(106) YEAR RECONSTRUCTED:

(20) TOLL:

(37) HISTORIC DESIGNATION:

530 - WASHINGTON

01073 JEFFERSON

00000

1 6 8 00202 0

SKAGIT RIVER

NEWHALEM CAMPGROUND ACCESS

RD

9470015P0000000

100 feet South of Highway 20 (MP 119.9).

99.99 FT ( 99.99 M)

.04 (KM PT: 0.01 )

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL:..........2 - CONCRETE CONTINUOUS (44A) APPR. STR. MATERIAL:............ 0 - Other

(43B) MAIN STR. TYPE:.................. 06 - BOX BEAM OR GIRDERS - SINGL (44B) APPR. STR. TYPE:.................... 00 - OTHER

(45) NO. OF MAIN SPANS:..............005 (46) NO OF APPROACH SPANS:

(48) MAX. SPAN LENGTH:..............100 FT ( 30.5 M)

(49) STRUCTURE LENGTH:........... 314. FT ( 95.7 M) (108) WEAR SURFACE/PROTECT SYSTEM:

(216A) ABUTMENT #1 FDN:........... 6 - N/A A) TYPE WEARING SURFACE:.. 0 - NONE

(216B) ABUTMENT #2 FDN:........... 6 - N/A B) TYPE MEMBRANE:................. 0 - NONE

(217A) PREDOM. PIER FDN:.......... 2 - SPREAD FTG ON BEARING MAT'L C) TYPE PROTECTION:.............. 0 - NONE

(217B) SECOND. PIER FDN:.......... 2 - SPREAD FTG ON BEARING MAT'L (218) IS SALT USED?.......................... NO

(107) DECK TYPE:.......................... 1 - CONCRETE CAST-IN-PLACE

LOAD RATING AND POSTING

(31) DESIGN LOAD:.........................5 - HS 20 (41) LOAD RESTRICTION:.................. A - OPEN

(66) INVENTORY RATING:..............50 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL LOATONS ( 45.4

(64) OPERATING RATING:..............83 TONS ( 75.3 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 08/24/2020 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

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

(220) SPECIAL STUDY TYPE: 0 - NONE INSP. EVERY MONTHS - LAST INSP:

(221) SPECIAL STUDY DATE: (B) UNDERWATER:..................... Y

INSP. EVERY 60 MONTHS - LAST INSP: 08/01/2018

(C) SPECIAL INSPECTION:........ N

INSP. EVERY MONTHS - LAST INSP:

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 9470-015P

SKAGIT RIVER BR DGE INSPECTION DATE: 08/24/2020

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 48° 40'19 00 " (51) CURB TO CURB WIDTH:............ 14.0 FT ( 4.3 M)

(17) LONGITUDE:............................121 15° '45.40" (52) DECK WIDTH:.......................... 18.5 FT ( 5.6 M)

(19) DETOUR LENGTH:.................. 199 MI ( 199 KM) (32) APPR. ROADWAY WIDTH:...... 20.0 FT ( 6.1 M)

(28A) LANES ON STRUCT:.............01 (213) APPR. PAVEMENT WIDTH:... 14.0 FT ( 4.3 M)

(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 4 0 FT ( 1.2 M)

(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 2 0 FT ( 0.6 M)

(42B) SERVICE UNDER:................. 5 - WATERWAY (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN

(29) AVG DAILY TRAFFIC:..............200 (34) SKEW ANGLE:......................... 0 °

(30) YEAR OF ADT:......................... 2010 (35) STRUCTURE FLARED:............ 0 - NO FLARE

(114) FUTURE ADT:.........................500 (47) TOTAL HORIZ. CLEARANCE:.. 14 FT ( 4.3 M)

(115) YEAR OF FUTURE ADT:........2030 (50) SIDEWALKS

(101) PARALLEL STRUCTURE:......N - NO PARALLEL STRUCTURE LEFT:.................................... 0 0 FT ( 0 M)

(38) NAVIGATION CONTROL:.........0 - NO NAVIGATION CONTROL ON WA RIGHT:.................................. 3 3 FT ( 1 M)

(39) VERTICAL CLEARANCE:.........0 FT ( 0 M) (214) BRIDGE RAIL TYPE

(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:...... 1 - FULL HEIGHT (NO PARAPET)

(111) ABUT OR PIER PROT:...........1 - NAVIGATION PROTECTION NOT REQUIR MATERIAL:........................... 4 - STEEL

LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 1 - CONTINUOUS RAIL

(55) RIGHT:...............................00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... 3 08 FT ( 0 94 M)

(56) LEFT:................................ 0 FT ( 0 M) (53) MIN. VRT. CLR. OVER DECK: 99.99 FT ( 99.99 M)

(54) MIN. VRT. UNDRCLRANCE:... .00 FT ( 0 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

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

(59) SUPERSTRUCTURE:...............7 (68) DECK GEOMETRY:

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

(61) CHANNEL:................................6 (71) WATERWAY ADEQUACY:

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

(222) APPROACHES:...................... 7 (113) SCOUR CRITICAL:.................... 3 - FOUNDATIONS UNSTABLE FOR S

(223) RETAINING WALL:.................7 (225) PROPOSE OF IMPROVEMENT: 2 - REHAB/RECONSTRUCTION

(36) TRAFFIC SAFETY FEAT: 1 1 1 1 (226) PRIORITY OF IMPROVEMENT: D - MINOR

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

Bridge was rehabilitated under Project WA NPS NOCA 20(1); sealing the concrete deck and replacing the south approach pavement.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

SPANS #1 & #5 = 36'. SPANS #2 & #4 = 87'. SPAN #3 = 100'.

Inspector: Jordan Hensley Structure Number: 9470015P0000000

Inspection Date: 08/24/2020 Facility Carried: NEWHALEM CAMPGRO

Bridge Inspection Report

Pictures

PHOTO 1

Description LOOKING AHEAD (SOUTH) TOWARD VISITOR CENTER

PHOTO 2

Description WEST (DOWNSTREAM) SIDE

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING BACK (NORTH)

PHOTO 4

Description EAST (UPSTREAM) SIDE

Bridge Inspection Report

Pictures

PHOTO 5

Description GENERAL TOPSIDE VIEW

PHOTO 6

Description TRANSVERSE CRACKING AND EFFLORESCENCE ON DECK OVERHANG, D/S SIDE NEAR

PIER 3 SHOWN

Bridge Inspection Report

Pictures

PHOTO 7

Description GENERAL UNDERSIDE VIEW OF SUPERSTRUCTURE, LOOKING BACK AT SPAN 3

PHOTO 8

Description GENERAL UNDERSIDE VIEW OF SUPERSTRUCTURE, LOOKING BACK IN SPAN 4

Bridge Inspection Report

Pictures

PHOTO 9

Description GENERAL UNDERSIDE VIEW OF BOX GIRDER AND DECK OVERHANG, PHOTO TAKEN IN

SPAN 4

PHOTO 10

Description UNDERSIDE OF BOX GIRDER IN SPAN 4, NOTE HOLE IN BOX UNDERSIDE

Bridge Inspection Report

Pictures

PHOTO 11

Description TYPICAL DRAINAGE ONTO UTILITY CONDUIT, U/S SIDE

PHOTO 12

Description VEGETATION GROWING UNDER SPAN 2

Bridge Inspection Report

Pictures

PHOTO 13

Description TYPICAL POSITIONING OF BEARING, U/S BEARING AT PIER 1 SHOWN

PHOTO 14

Description TYPICAL POSITIONING OF BEARINGS, U/S BEARING AT PIER 4 SHOWN

Bridge Inspection Report

Pictures

PHOTO 15

Description GENERAL VIEW UNDER NORTH ENDWALL

PHOTO 16

Description SOIL BUILDUP ON U/S SIDE OF BOX GIRDER AT NORTH ENDWALL

Bridge Inspection Report

Pictures

PHOTO 17

Description GENERAL VIEW OF PIER 1, LOOKING AHEAD

PHOTO 18

Description GENERAL VIEW OF PIER 2, LOOKING AHEAD

Bridge Inspection Report

Pictures

PHOTO 19

Description GENERAL VIEW OF PIER 2, LOOKING BACK

PHOTO 20

Description GENERAL VIEW OF PIER 3, LOOKING AHEAD

Bridge Inspection Report

Pictures

PHOTO 21

Description GENERAL VIEW OF PIER 3, LOOKING BACK; NOTE DEBRIS ON U/S SIDE OF PIER

PHOTO 22

Description LOG DEBRIS ON U/S SIDE OF PIER 3

Bridge Inspection Report

Pictures

PHOTO 23

Description GENERAL VIEW OF PIER 4, LOOKING BACK

PHOTO 24

Description GENERAL VIEW OF SOUTH ENDWALL, NOTE GABION BASKETS

Bridge Inspection Report

Pictures

PHOTO 25

Description TYPICAL SILT FENCE LEFT IN PLACE, U/S SIDE OF SOUTH END SHOWN

PHOTO 26

Description GENERAL VIEW OF DRY STACK RETAINING STRUCTURE, U/S SIDE OF SOUTH APPROACH

Bridge Inspection Report

Pictures

PHOTO 27

Description TYPICAL CURB AND RAILING, UPSTREAM SIDE SHOWN

PHOTO 28

Description TYPICAL OF SIDEWALK AND RAILING, DOWNSTREAM SIDE SHOWN

Bridge Inspection Report

Pictures

PHOTO 29

Description NORTH APPROACH

PHOTO 30

Description SOUTH APPROACH

Bridge Inspection Report

Pictures

PHOTO 31

Description 2" SETTLEMENT AT NORTH APPROACH

PHOTO 32

Description UPSTREAM CHANNEL

Bridge Inspection Report

Pictures

PHOTO 33

Description DOWNSTREAM CHANNEL