Bridge DrawingsasOne.pdf

PDF 15 MB Posted Aug 13, 2020

Attached to: Repair Bridges
Solicitation number: N6247020R6020
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
12815778 Rev 2.pdf	PDF	Sep 4, 2020
Amnd 0002 20R6020 Final.pdf	PDF	Sep 4, 2020
Amnd 0001 20R6020 Final.pdf	PDF	Aug 28, 2020
20R6020 RFP.pdf	PDF	Aug 13, 2020
Bridge Specs.pdf	PDF	Aug 13, 2020
Master PPI Form 20R6020.xlsx	XLSX spreadsheet	Aug 13, 2020

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BRIDGE 4062

BRIDGE 4341

BRIDGE 4920

90129015

BRIDGE 9043

BRIDGE 9044

BRIDGE 9045

BRIDGE 9046

PINEY ISLAND

(BT11)

BT-11 SITES

MCAS CHERRY POINT SITE (NTS)

VICINITY MAP

WO 6844738 BRIDGE REPAIRS

MARINE CORPS AIR STATION, CHERRY POINT, NC

G001

C O

V E

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O C

A T

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L A

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INDEX OF DRAWINGS

NAVFAC

SHEET

TITLE.

12815777 G0001 COVER SHEET, LOCATION PLAN, VICINITY MAP

GENERAL NOTES

G0002

NO.NO.

BRIDGE 4062 DEMOLITION PLAN

CD01

BRIDGE 4341 DEMOLITION PLAN

CD02

BRIDGE 9043 DEMOLITION PLAN

CD03

BRIDGE 9044 DEMOLITION PLAN

CD04

BRIDGE 9045 DEMOLITION PLAN

CD05

BRIDGE 9046 DEMOLITION PLAN

CD06

BRIDGE 4062 REPAIR PLAN

CU01

BRIDGE 4341 REPAIR PLAN

CU02

INDEX OF DRAWINGS

NAVFAC

SHEET

TITLE.

NO.NO.

BRIDGE 4062 EXISTING CONDITION - PLAN

CE01

BRIDGE 4062 EXISTING CONDITIONS - ELEVATIONS

CE02

BRIDGE 4062 EXISTING CONDITIONS - TYP. BENT ELEV.

CE03

BRIDGE 4062 EXISTING CONDITIONS - PHOTOS OF DEFICIENCIES

CE04

BRIDGE 4341 EXISTING CONDITIONS - PLAN

CE05

BRIDGE 4341 EXISTING CONDITIONS - ELEVATIONS

CE06

BRIDGE 4341 EXISTING CONDITIONS - PHOTOS OF DEFICIENCIES

CE08

BRIDGE 4920 EXISTING CONDITIONS - PLAN

CE09

BRIDGE 4920 EXISTING CONDITIONS - ELEVATIONS

CE10

BRIDGE 4920 EXISTING CONDITONS - PHOTOS OF DEFICIENCIES

CE11

BRIDGE 9043 EXISTING CONDITIONS - PLAN

CE13

BRIDGE 9043 EXISTING CONDITIONS - ELEVATIONS

CE14

BRIDGE 9043 EXISTING CONDITIONS - PHOTOS OF DEFICIENCIES

CE15

BRIDGE 9044 EXISTING CONDITIONS - PLAN

CE16

BRIDGE 9044 EXISTING CONDITIONS - ELEVATIONS

CE17

BRIDGE 9044 EXISTING CONDITIONS - PHOTOS OF DEFICIENCIES

CE18

BRIDGE 9045 EXISTING CONDITIONS - PLAN

CE19

CE20

CE21

CE22

CE23

CE24

BRIDGE 9045 EXISTING CONDITIONS - ELEVATIONS

BRIDGE 9045 EXISTING CONDITIONS - PHOTOS OF DEFICIENCIES

BRIDGE 9046 EXISTING CONDITIONS - PLAN

BRIDGE 9046 EXISTING CONDITIONS - ELEVATIONS

BRIDGE 9046 EXISTING CONDITIONS - PHOTOS OF DEFICIENCIES

BRIDGE 4920 REPAIR PLAN

CU03

BRIDGE 9043 REPAIR PLAN

CU05

BRIDGE 9044 REPAIR PLAN

CU06

BRIDGE 9045 REPAIR PLAN

CU07

BRIDGE 9046 REPAIR PLAN

CU08

REPAIR DETAILS SH 1

CU09

BRIDGE 4920 REPAIR NOTES

CU04

REPAIR DETAILS SH 2

CU10

REPAIR DETAILS SH3

CU11

REPAIR DETAILS SH 4

CU12

CE25

CE27

CE26

CE28

BRIDGE 9046 EX. UTILITIES LOC. PLAN

BRIDGE 9043, 9045 EX. UTILITIES LOC. PLAN

BRIDGE 4341, 9044 EX. UTILITIES LOC. PLAN

BRIDGE 4062,4920 EX. UTILITIES LOC. PLAN

BRIDGE 4920 EXISTING CONDITONS - SOIL BORING LOGS

CE12

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RIVER

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NEW BERN

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NEUSE

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HAVELOCK

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JACKSONVILLE

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CHERRY POINT

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MCAS

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OCEAN

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LEJEUNE

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ATLANTIC

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WO 6844738 BRIDGE REPAIRS

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MARINE CORPS AIR STATION

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NAVAL STATION - NORFOLK, VA.

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CHERRY POINT, NC

GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE THIER OWN BOAT/BARGE TRANSPORTATION OF PERSONNEL, MATERIAL AND EQUIPMENT TO THE BT-11 PROJECT SITES.

BT-11 (PINEY ISLAND) BRIDGE REPAIR NOTES

2. THE CONTRACTOR SHALL COORDINATE SCHEDULES WITH THE CONTRACTION OFFICER AND BT-11 RANGE OPERATIONS EACH WORK DAY. AT THE END OF

EACH WORK DAY, BT-11 BRIDGES SHALL BE RETURNED TO SERVICE, UNLESS AGREED TO OTHERWISE BY BT-11 RANGE OPERATIONS.

MCAS CHERRY POINT BRIDGE REPAIR NOTES

1. AT SLOCUM BRIDGE (4062) ONE LANE NEEDS TO BE OPEN TO TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE THE NECESSARY

TEMPORARY SIGNAGE, BARRICADES, LIGHTS AND FLAGPERSONS FOR TEMPORARY CONSTRUCTION AND LANE SHIFTS PER MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES, LATEST EDITION. PRIOR TO CONSTRUCTION, SUBMIT A TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL.

2. LANE CLOSURES SHALL OCCUR MONDAY - FRIDAY BETWEEN 1800 AND 0530 HRS, OR AT ANY TIME ON SATURDAYS, SUNDAYS OR HOLIDAYS.

COORDINATE DOWN TIME WITH THE CONTRACTING OFFICER SO THAT NOTICES CAN BE DISTRIBUTED AND ANY POTENTIAL CONFLICTS BE RESOLVED.

FOR EMERGENCY CONSIDERATIONS, AT NO TIME MAY BOTH LANES OF SLOCUM BRIDGE BE CLOSED SIMULTANEOUSLY.

3. THE RANGES WILL BE IN OPERATION DURING CONSTRUCTION ACTIVITIES, SO AT THOSE TIMES, ALL CONTRACTOR PERSONNEL SHALL WEAR PROTECTIVE GOGGLES

AND EAR PROTECTION DURING CONSTRUCTION. THEY WILL BE ISSUED FROM BT-11 RANGE OPERATIONS.

4. ALL EXISTING BRIDGE DECK LUMBER SHALL BE CAREFULLY REMOVED AND HAULED TO THE RANGE TOWER LOCATION FOR REUSE FOR TARGETS.

5. CONSTRUCTION WORK SHALL BE LIMITED TO ONE BRIDGE AT A TIME TO AVOID DISRUPTING RANGE OPERATIONS.

6. DAILY WORK HOURS ARE LIMITED FROM 0800 TO 1800 MONDAY TO THURSDAY AND 0900 TO 1530 HRS ON FRIDAYS.

7. RADIOS WILL BE LOANED TO THE CONTRACTOR FOR CONTACTING BT-11 RANGE OPERATIONS FOR COORDINATION. IN ADDITION THE PHONE CONTACT IS 252-466-4240 OR 4288.

3. THE RAILROAD TUNNEL (BRIDGE 4920) ACTIVITIES SHALL NOT INTERFERE WITH RAIL TRAFFIC.

COORDINATE DOWN TIME WITH THE CONTRACTING OFFICER SO THAT NOTICES CAN BE DISTRIBUTED AND ANY POTENTIAL CONFLICTS BE RESOLVED.

1. CAST IN PLACE CONCRETE MUST COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-14), COMMENTARY, (ACI-318R-14), AND THE

CONCRETE NOTES

SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301).

2. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT MUST BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCED CONCRETE STRUCTURES (ACI-315).

3. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI.

CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED.

4. REINFORCING STEEL SHALL COMPLY WITH ASTM A-615 GRADE 60.

SPECIFICATION REFERENCES

1. FLOWABLE FILL SPECIFICATION IS FOUND IN SECTION 31 23 00.00 20 EXCAVATION AND FILL. NOTE AT LOCATIONS WHERE FLOWABLE FILL IS CALLED FOR, HAND PLACING OF RIPRAP IS AN ACCEPTABLE ALTERNATIVE.

2. REFERENCE SECTION 31 68 13 SOIL ANCHORS FOR SOIL ANCHORS CALLED OUT FOR BRIDGE 4920.

3. REFERENCE SECTION 32 01 29.63 CONCRETE PAVEMENT RAISING FOR RAISING THE SETTLED SECTIONS OF TUNNEL SECTIONS IN BRIDGE 4920.

4. REFERENCE SECTION 31 32 23 FOUNDATION DRILLING AND GROUTING FOR GROUTING STABILIZATION OF TUNNEL SECTIONS AND RAILROAD EMBANKMENT STABILIZATION ON BRIDGE 492O.

5. FOR CONCRETE REPAIR OF SPALLS AND CRACKS IN BRIDGE DECKS, BENTS, ABUTMENTS AND CONCRETE PILES REFERENCE SECTION 03 01 00 REHABILITATION OF CONCRETE.

6. FOR DETAILS ON RIPRAP FOR BT-11 BRIDGE EMBANKMENTS AND BRIDGE 4920 EMBANKMENT REFERENCE SECTION 31 23 00.00 20 EXCAVATION AND FILL.

7. FOR DETAILS ON PAINTING OF BRIDGE 4341 AND TOUCH UP PAINTING OF GALVANIZED STEEL UTILITY FRAMES AT THE BT-11 BRIDGES REFERENCE SECTION 09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES.

8. FOR DETAILS ON THE STEEL GRATING TO BE INSTALLED ON BRIDGE 4341, REFERENCE SECTION 05 50 13 MISCELLANEOUS METAL FABRICATION.

9. FOR DETAILS ON THE PAINT FOR ROAD MARKINGS ON BRIDGE 4062, REFERENCE SECTION 32 17 23 PAVEMENT MARKINGS. PAINT 2 - YELLOW LINES AT THE TRAFFIC CENTER LINE 10" APART.

WHITE LINES AT EDGE OF TRAVEL LANES. PAINT LINE WIDTH SHALL BE 4". PAINTING WILL OCCUR AFTER ALL SURFACE REPAIRS OF BRIDGE 4062 ARE COMPLETE.

4. THE CONTRACTOR SHALL ARRANGE FOR A PUMPING SYSTEM TO ALLOW STREAM FLOW TO PASS THROUGH THE TUNNEL (BRIDGE 4920) WITHOUT INTERFERING WITH

THE WORK. IT IS ANTICIPATED THAT A SMALL COFFER DAM WILL BE NEEDED TO CREATE A POOL FOR PUMPING.

5. THE CONTRACTOR SHALL ARRANGE FOR A GROUND PENETRATING RADAR SCAN OF THE BOTTOM SLAB OF THE RAILROAD TUNNEL (BRIDGE 4920) FOR TWO PURPOSES.

ONE TO LOCATE THE SLAB REINFORCING STEEL AT THE BOTTOM OF THE SLAB TO AVOID CUTTING THEM DURING DRILLING AND TWO FOR LOCATIONG POTENTIAL VOIDS

UNDER THE SLAB FOR GROUT INJECTION FOR STABILIZATION OF THE BOTTOM SLAB.

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WO 6844738 BRIDGE REPAIRS

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MARINE CORPS AIR STATION

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NAVAL STATION - NORFOLK, VA.

Span 1 Span 2 Span 3 Span 4 Span 5 Span 6 Span 7 Span 8

EXISTING CONDITION PLAN OF BRIDGE 4062 SLOCUM

754'-0"

Overall Bridge Length (FFBW to FFBW)

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C l e a r

S W

S l o c u m r e e k

West Bank of Creek

End

Bent 1 Bent 2 Bent 3 Bent 4 Bent 5 Bent 6 Bent 7 Bent 8 Bent 9

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R o a d w a y

W i d t h

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1. THE EAST ASPHALT PAVEMENT APPROACH (APPROX. 5'X 1' X 1-1/2" DEEP) IS BREAKING AND SETTLING ALONG THE JOINT.

DEFICIENCIES OBSERVED

DEFICIENCY 1

EXISTING CONDITION PLAN OF BRIDGE 4062 SLOCUM

(WEST HALF)

2. CRACKING IN APPROACH PAVEMENT OBSERVED AT WEST APPROACH SLAB.

LIGHT POLE (TYP)

DEFICIENCY 2

DEFICIENCY 3

3. GUARDRAILS ARE NOT ATTACHED TO THE CONCRETE BARRIER.

DEFICIENCY 4

4. COLLISION DAMAGE TO GUARDRAIL.

5. THE SOUTHWEST AND NORTHWEST APPROACH GUARDRAILS ARE TOO LOW, 23" ABOVE GROUND.

DEFICIENCY 5

DEFICIENCY 6

6. THE NORTHWEST AND SOUTHEAST APPROACH GUARDRAIL HAS FADED MARKINGS AND INCORRECTLY ORIENTED.

DEFICIENCY 6

7. THE NORTHWEST APPROACH GUARDRAIL HAS TWO SECTIONS THAT ARE LAPPED IN THE WRONG DIRECTION, CAUSING A SNAG HAZARD.

DEFICIENCY 7

8. THERE ARE MULTIPLE TRANSVERSE CRACKS OVER THE INTERMEDIATE BENTS.

DEFICIENCY 8

DEFICIENCY 9

9. GIRDER 1, SPAN 15 EXHIBITS ONE EXPOSED STIRRUP IN THE WEST END OVER THE BENT 15 CAP.

DEFICIENCY 10

11. SHALLOW COVER SPALL EXPOSING APPROX. 3" OF ,

TRANSVERSE STIRRUP ON THE UNDERSIDES OF

DEFICIENCY 11

12. CONCRETE PILES SHOW RANDOM SPALLS.

DEFICIENCY 12

DEFICIENCY 13

13. BENT CAP 12 AND 13 SHOW CONCRETE CRACKS.

DEFICIENCY 12

DEFICIENCY 10

DEFICIENCY 11

10. THE END BENTS SHOW RANDOM AREAS OF HAIRLINE CRACKING.

DEFICIENCY 13

14. CRACKS IN BENT CAPS 8 AND 9.

DEFICIENCY 14

15. TRAFFIC BARRIERS ARE NOT FASTENED TO STRUCTURE.

DEFICIENCY 15

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GIRDER 5 IN SPAN 5 .

GIRDERS 4,5 AND 6 IN SPAN 6, AND GIRDER 5 IN SPAN 7.

SCALE: 1/2"/FT

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Type II AASHTO Girders (Typ.)

22" Octagonal Precast

Prestressed Concrete

Piles (Typ.)

SOUTH ELEVATION BRIDGE 4062

(West Half)

Guardrail (Typ.)

Note:

Top of Deck elevation assumed ELEV. 10.0' at Bent 8 right.

FFBW= Front Face of Backwall.

Light Pole (Typ.)

SOUTH ELEVATION 4062

(East Half)

Light Pole (Typ.)

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Precast Prestressed

(36" Deep) AASHTO

Type II Girder (Typ.)

Spaced at 6'-10" O.C.

Clear Roadway Width

Out-to-Out

8'-10"26'-9" 1'-5"1'-5"

Sidewalk

Width

40'-5"

9 - 22" Octagonal Prestressed Concrete Piles @ 4'-3" = 34'-0"

(Looking East)

2'-6"

Min

TYPICAL SECTION AT INTERMEDIATE BENTS BRIDGE 4062

Barrier Barrier

1 2 3 4 5 6 7 8 9

Pile No.

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4 - PVC Conduits

Communication

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NAVAL STATION - NORFOLK, VA

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CE03

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BRIDGE 4062 EXISTING CONDITIONS - PLAN

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DEFICIENCY 2DEFICIENCY 1 DEFICIENCY 3 DEFICIENCY 4 DEFICIENCY 5 DEFICIENCY 6 DEFICIENCY 7

DEFICIENCY 9DEFICIENCY 8 DEFICIENCY 10 DEFICIENCY 11 DEFICIENCY 12 DEFICIENCY 13 DEFICIENCY 14 DEFICIENCY 15

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC

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CODE ID. NO. 80091 SIZE B

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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WO 6844738 REPAIR BRIDGES

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MCAS CHERRY POINT

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NAVAL STATION - NORFOLK, VA

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CE04

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BRIDGE 4062 EXISTING CONDITIONS - PHOTOS OF DEFIC.

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12815782

T y p

FB 1 FB 2 FB 3 FB 4 FB 5 FB 6 FB 7 FB 8

Stringer (Typ.)

Panel 1 Panel 2 Panel 3 Panel 4 Panel 5 Panel 6 Panel 7

Main Span

Sway Bracing

1" Dia. Steel Tie

Rod (Typ.)

S = Stringer

FB = Floorbeam

Legend

C North Truss

C South Truss

Floorbeam (Typ.)

DEFICIENCY 1

1. RANDOM AREAS OF SEVERE SURFACE OXIDATION WHERE ALUMINUM IS EXPANDING AND FLAKING.

DEFICIENCIES

DEFICIENCY 2

DEFICIENCY 2A

2. TWO DECK PLANKS AT EAST END ARE DETATCHED.

2A. COVER PLATES OVER EXPANSION JOINTS ARE MISSING.

3. STEEL CURBS HAVE WIDESPREAD CORROSION WITH PAINT FLAKING.

DEFICIENCY 3

DEFICIENCY 4

4. NORTH CURB IN PANEL 6 AND SOUTH CURB IN PANELS 3 AND 6 ARE LOOSE WITH MISSING BOLTS.

5. STEEL BEARING PLATES CORRODED, ANCHOR BOLTS, NUTS AND WASHERS ARE SIGNIFICANTLY CORRODED.

DEFICIENCY5

6. 4 BOLTS HAVE SHEARED AND 10 BOLTS ARE MISSING WHERE THE STRINGERS ARE ATTACHED TO FLOOR BEAMS.

7. LATERAL BRACING IS LOOSE AND SHOW PITTING SURFACE CORROSION.

DEFICIENCY7

8. FULL LENGTH TRANSVERSE CRACK IN THE NORTH END OF ABUTMENT 2..

DEFICIENCY8

PLAN BRIDGE 4341

EXISTING CONDITIONS

SCALE: 1 1/2"/FT

Concrete Foundation

(Typ.)

Edge of Channel

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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SPEC. NO.

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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NAVAL STATION - NORFOLK, VA

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CE05

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BRIDGE 4341 EXISTING CONDITIONS - PLAN

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12815783

Ramp

135'-0"

15'-0"

5'-0"

15'-0"

SOUTH ELEVATION

Overall Bridge Length (with Ramp Spans)

Main Span

East Ramp

Span

West Ramp

Span

Concrete Foundation (Typ.)

(Unknown Depth)

6'-0"

3" Dia. Steel Pin (Typ.)

7 - Truss Panels at 15'-0" = 105'-0"

End Truss

Top Chord (See Drawing 4)

See Section A-A on

Drawing 4 (Typ.)

Bottom Chord

(See Drawing 4)

See Section B-B on

Drawing 4 (Typ.)

STEEL TRUSS PANEL

SCALE: 1 1/2"/FT

8" 8"

3'-6" (Typ.)

Floorbeam Length

Clear Width

2 1/2" Dia.

Steel Pipe

TYPICAL SECTION

Bottom Chord (Typ.)

14'-7"

13'-7"

6" Curb 6" Curb

Deck Unit

1'-0" 2'-8"

(Typ.)

Stringers 1 through 8 (Left to Right)

Stringer (Typ.)

Deck - Out to Out

16'-11"

Center to Center of Trusses

T u s s

H e i g h t

(Looking East)

Note:

All bridge components except curbs, bolts, pins, sway bracing and pipe members are aluminum.

Top Chord (Typ.)

5'-6

Floorbeam (Typ.)

5'-6

SCALE: 3"/FT

6 1/2 "

5/16"

11"

1/2"

Stringer Section

Floorbeam Section

1'-3"

8 3/4"

3/8"

14 5/8"

Top Chord

Bottom Chord

0 2.5 5 FT

6 1/2"

1/4"

5 1/4"

3/16"

Section A-A Section B-B

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC

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SPEC. NO.

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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MCAS CHERRY POINT

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NAVAL STATION - NORFOLK, VA

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CE06

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BRIDGE 4341 EXISTING CONDITIONS - ELEVATION

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12815784

DEFICIENCY 1

DEFICIENCY 2

DEFICIENCY 3 DEFICIENCY 4

DEFICIENCY 5

DEFICIENCY 6

DEFICIENCY 7

DEFICIENCY 8 DEFICIENCY 9

DEFICIENCY 10

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC

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SPEC. NO.

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CHIEF ARCH./ ENGR.

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WO 6844738 REPAIR BRIDGES

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MCAS CHERRY POINT

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NAVAL STATION - NORFOLK, VA

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CE07

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BRIDGE 4341 EXISTING CONDITIONS - PHOTOS

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12815785

DEFICIENCY 1

12" DISPL.

DEFICIENCY 2

4" DISPL.

TABLE OF DEFICIENCIES

1. 12" MISALIGNMENT BETWEEN JOINTS SECTIONS 13 AND 14. REBAR IS EXPOSED.

1 " DISPL.

2 1/2" DISPL.

1" DISPL.

2. 4" MISALIGNMENT BETWEEN JOINTS SECTIONS 1 AND 2. REBAR IS EXPOSED.

3. 1 1/2" MISALIGNMENT BETWEEN JOINT SECTIONS 8 AND 9.

4. 1" MISALIGNMENT BETWEEN JOINT SECTIONS 9 AND 10.

5. 2 1/2" MISALIGNMENT BETWEEN JOINT SECTIONS 10 AND 11.

6. 1" MISALIGNMENT BETWEEN JOINT SECTIONS 11 AND 12.

DEFICIENCY 3, 7

1 1/2" DISPLACEMENT

7. GAPS IN JOINT SECTIONS FROM 1/2" TO 2 1/2" BETWEEN SECTIONS 8 AND 9.

TRACK SETTLEMENT

PLAN OF CULVERT DRAIN

SCALE: 1 1/2"/FT

80'

EX. CHANNEL ARMORING

EX. RETAINTING WALL

EX. RETAINTING WALL EX. RAILROAD TRACK

EX. STREAM CHANNEL EX. STREAM CHANNEL

6 7

2 1/2" GAP AT WALL JOINT

8. SETTLEMENT OBSERVED IN RAILROAD TRACK.

9. EXPOSED FILTER FABRIC DUE TO SLOUGHED RIPRAP.

DEFICIENCY 9

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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SPEC. NO.

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WO 6844738 REPAIR BRIDGES

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MCAS CHERRY POINT

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NAVAL STATION - NORFOLK, VA

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CE09

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BRIDGE 4920 EXISTNG CONDITIONS PLAN

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12815786

SCALE: 1 1/2"/FT

ELEVATION OF BOX CULVERT (BRIDGE 4920)

81'-1

EX. RAILROAD TRACK

EX. RETAINING WALL

EX. CHANNEL AND SLOPE ARMORING

EX. BOX CULVERT SECTIONS

5'-9"

SCALE: 3"/FT

SECTION VIEW OF BOX CULVERT (REINF. CONCRETE)

1 2

14'-0

12'-0

3 4

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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NAVAL FACILITIES ENGINEERING COMMAND - MIDATLANTIC

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SPEC. NO.

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NAVAL STATION - NORFOLK, VA

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CE10

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BRIDGE 4920 EXISTNG CONDITIONS ELEVATIONS

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12815787

DEFICIENCY 1 DEFICIENCY 2 DEFICIENCY 3 SETTLEMENT OF TRACK SETTLEMENT OF TRACK

SETTLEMENT OF TRACK SETTLEMENT OF TRACK

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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MCAS CHERRY POINT

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NAVAL STATION - NORFOLK, VA

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CE11

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BRIDGE 4920 EXISTNG CONDITIONS PHOTOS

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12815788

MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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MCAS CHERRY POINT

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NAVAL STATION - NORFOLK, VA

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CE12

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BRIDGE 4920 EXISTNG SOIL BORING LOGS

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12815789

Span 1 Span 2 Span 3

Steel Utility Bridge

C u b o r b

105'-4"

25'-1 1/2 " 45'-1" 35'-1 1/2 "

D i r t

R o a d w a y

O u t

O t

Piney Island

Canal System

8"x8" Timber Curb (Typ.)

Overall Length (FFBW to FFBW)

End

Bent 1

End

Bent 4

Bent 2 Bent 3

(25' Hollow Core Slabs) (45' Hollow Core Slabs) (35' Hollow Core Slabs)

S l a b

U n i t

T y p

Note:

FFBW: Front Face of Backwall

DEFICIENCY 1,2,3

DEFICIENCY 4 DEFICIENCY 4

DEFICIENCY 5

DEFICIENCY 6

DEFICIENCY 7

TABLE OF DEFICIENCIES

1. WARPED SURFACE TIMBER DECK PLANKS.

2. DECK PLANT SHOW WEARING, CHECKS AND ROT.

3. BOLTS CONNECTING WOOD DECKING TO SLABS HAVE SHEARED OR BENT.

4. THE EXPANSION JOINT MATERIAL HAS DETERIORATED OVER BENTS 2 AND 3.

5. CURBS HAVE CHECK CRACKS.

6. IMPACT DAMAGE TO TIMBER CURB.

7. ALL THE PILES IN BENT 2 HAVE VERTICAL CRACKS.

DEFICIENCY 8

8. SLOPE PROTECTION AT THE NORTH END OF BENT1 HAS SETTLED, UNDERMINING BENT.

DEFICIENCY 9

9. SLOPE PROTECTION AT THE SOUTH END OF BENT1 HAS SETTLED, UNDERMINING BENT.

10. LOCALIZED SCOUR AT BENT 2.

DEFICIENCY 10

11. SECURE OBJECT MARKERS.

BRIDGE 9043 PLAN VIEW

SCALE: 1 1/2" =1FT.

BOARDS OMITTED FOR CLARITY

WOOD WEARING SURFACE 3" X 12" X12 FT LONG

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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WO 6844738 BRIDGE REPAIRS

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MCAS CHERRY POINT

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CE13

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BRIDGE 9043 EXISTING CONDITIONS PLAN

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12815790

Clear Width

(Looking East)

TYPICAL SECTION

9"9" 19'-6"

Out to Out

21'-0"

(Slab Units 1 through 7 from Left to Right)

1 2 3 4

Pile No.

(Typ.)

14" Square

Precast

Concrete Pile

(Typ.)

3'-0"7'-0"7'-0"7'-0"3'-0"

5" Dia. Power Conduit

7 - Hollow Core Slab Units at 3'-0" O.C. = 21'-0"

8"x8" Continuous

Timber Curb (Typ.)

3"x8"x8" Timber Blockout

Spaced at 2'-0" O.C. (Typ.)

Hollow Core Prestressed

Slab Units

Utility Bridge (Typ.)

3"x12" X 12FT LONG WOOD DECK PLANKS

2" Dia. Tel. Conduit

2 - 1/2" dia.

Fiber Optic Conduits

SCALE: 1 1/2"/ FT

1/2" DIA. STEEL BOLTS

W. NUT & WASHER

3" 7"

2 Sp. @ 2"

4 Sp. @ 2"

2 Sp. @ 2"

#4 Bars

S p

3" 3"

#4 Bars

4"11" 11"

2"2"

2 Sp. @ 2"

#4 Bars

S p

10" Dia. Voids

25' Span

35' Span

45' Span

#4 Stirrup

3'-0"

8 - 1/2" Dia. Strands

11"11"

11 - 1/2" Dia. Strands

14 - 1/2" Dia. Strands

PRESTRESSED SLAB UNIT DETAILS

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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CODE ID. NO. 80091 SIZE D

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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WO 6844738 BRIDGE REPAIRS

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MCAS CHERRY POINT

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CE14

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BRIDGE 9043 EXISTING CONDITIONS-ELEVATIONS

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DEFICIENCY 2DEFICIENCY 1 DEFICIENCY 3 DEFICIENCY 4 DEFICIENCY 5

DEFICIENCY 6 DEFICIENCY 8 DEFICIENCY 9 VEGETATION IN UTILITY STRUCTURE

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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APPROVED

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FOR EFD FOR COMMANDER NAVFAC

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WO 6844738 BRIDGE REPAIRS

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MCAS CHERRY POINT

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CE15

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BRIDGE 9043 EXISTING CONDITIONS PHOTOS

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12815792

25'-1 1/2 " 45'-1" 25'-1 1/2 "

95'-4"

C u r b

D i r t

R o a d w a y

Overall Length (FFBW to FFBW)

Piney Island

Canal System

O u t t

SCALE: 3/4"/1 FT.

End

Bent 1

End

Bent 4

Bent 2 Bent 3

(25' Hollow Core Slabs) (45' Hollow Core Slabs) (25' Hollow Core Slabs)

S l a b

U n i t

T y p

8"x8" Timber Curb (Typ.)

Steel Utility Bridge (Typ.)

DEFICIENCY 1, 2, 3

TABLE OF DEFICIENCIES

BRIDGE 9044 EXISTING CONDITONS PLAN VIEW

1. WARPED WOOD DECKING BOARDS.

2. WEARING AND CHECKING OF DECKING BOARDS.

3. WEARING AND CHECKING OF DECKING BOARDS, MISSING BOLTS, VEGETATION AND DEBRIS BETWEEN PLANKS.

4. WEARING AND CHECKING OF DECKING BOARDS, MISSING BOLTS.

DEFICIENCY 4

5. HAIRLINE CRACKS IN CONCRETE BENTS 2 AND 3.

DEFICIENCY 5

DEFICIENCY 6

6. OBJECT MARKER HAS IMPACT DAMAGE AND IS LOOSE.

DEFICIENCY 7

7. UTILITY SUPPORT STEEL SHOWS CORROSION.

CE16

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I O

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BOARDS OMITTED FOR CLARITY

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WOOD WEARING SURFACE 3" X 12" X12 FT LONG

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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DATE

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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WO 6844738 BRIDGE REPAIRS

MCAS CHERRY POINT

SOUTH ELEVATION

25'-1 1/2 " 45'-1" 25'-1 1/2 "

95'-4"

Overall Length (FFBW to FFBW)

SCALE: 1 1/2" =1FT.

EL. 2.78

EL. 3.23

End

Bent 1

End

Bent 4

Bent 2 Bent 3

Timber Wearing

Surface (3x12)

Concrete

Pile Cap (Typ.)

14" Square Precast

Concrete Pile (Typ.)

8"x8" Timber Curb

Prestressed Hollow Core

Slab Unit (Typ.)

(Looking North)

Clear Width

(Looking East)

TYPICAL SECTION

9"9" 19'-6"

Out to Out

(Slab Units 1 through 7 from Left to Right)

1 2 3 4

14" Square

Precast

Concrete Pile

(Typ.)

5" Dia. Power Conduit

C a p

7 - Hollow Core Slab Units at 3'-0" O.C. = 21'-0"

Hollow Core Prestressed Slab Units

Pile No.

(Typ.)

3"x8"x8" Timber Blockout

Spaced at 2'-0" O.C. (Typ.)

8"x8" Continuous

Timber Curb (Typ.)

Utility Bridge (Typ.)

2" Dia. Tel. Conduit

7'-0"7'-0"7'-0"3'-0"

27'-0"

3'-0"

2 1/2" dia.

Fiber Optic

Conduits

C a p

SCALE: 1 1/2" =1FT.

SCALE: 3" =1FT.

CE17

B R

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1/2" DIA. STEEL BOLTS

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W. NUT & WASHER

AutoCAD SHX Text 3"x12"X 12FT LONG WOOD DECK PLANKS

AutoCAD SHX Text 3"

AutoCAD SHX Text 7"

AutoCAD SHX Text 2 Sp. @ 2"

AutoCAD SHX Text 7"

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AutoCAD SHX Text #4 Bars

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AutoCAD SHX Text #4 Bars

AutoCAD SHX Text 2 1/2 "

AutoCAD SHX Text 4"

AutoCAD SHX Text 11"

AutoCAD SHX Text 2"

AutoCAD SHX Text 10" Dia. Voids

AutoCAD SHX Text %%U25' Span

AutoCAD SHX Text %%U45' Span

AutoCAD SHX Text #4 Stirrup

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2"

AutoCAD SHX Text 8 - 1/2" Dia. Strands

AutoCAD SHX Text 14 - 1/2" Dia. Strands

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%%UPRESTRESSED SLAB UNIT DETAILS

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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REVIEW

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DRAWN

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EFD

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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AutoCAD SHX Text A

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WO 6844738 BRIDGE REPAIRS

DEFICIENCY 1 DEFICIENCY 2 DEFICIENCY 3

DEFICIENCY 4 DEFICIENCY 5 DEFICIENCY 6 DEFICIENCY 7

CE18

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE D

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SCALE:

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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DATE

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REVIEW

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DRAWN

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DESIGNED & ENGINEERED BY:

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SYM.

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

AutoCAD SHX Text A

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AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text B

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WO 6844738 BRIDGE REPAIRS

25'-1 1/2 " 40'-1" 20'-1 1/2 "

85'-4"

C u r b

Piney Island

Canal System

D i r t

R o a d w

O u t t

Overall Length (FFBW to FFBW)

Note:

FFBW = Front Face of Backwall.

End

Bent 1

End

Bent 4

Bent 2 Bent 3

(20' Hollow Core Slabs) (40' Hollow Core Slabs) (25' Hollow Core Slabs)

S l a b

U n i t

T y p

8"x8" Timber Curb (Typ.)

Steel Utility Bridge (Typ.)

Timber Wearing

Surface (3x12)

BRIDGE 9045 PLAN VIEW

TABLE OF DEFICIENCIES

1. EROSION HOLE ON SE END OF BRIDGE.

2. WEARING AND CHECKING OF DECKING BOARDS, SHEARED BOLTS.

3. WARPED, WORN WOOD DECK BOARDS..

4. DEBRIS BETWEEN DECK BOARDS.

5. DETERIORATED EXPANSION…

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File details come from the government source that posted it. Updated Aug 13, 2020.