ORIGINAL EAST SPANDEMOLITIONBY THE NUMBERS

BETWEEN PIERS E2 AND E3 (FIRST PHASE OF DEMOLITION):

• Length of cantilever upper deck to be removed – 1,400 feet

• Amount of concrete to be removed – 2,125 tons

• Amount of rebar to be removed – 375 tons

• Amount of steel deck supports to be removed – 1,300 tons

CANTILEVER STRUCTURE:

• Cantilever bridge steel – 20,412 tons

• Cantilever pier/foundation steel – 2,257 tons

• Cantilever concrete – 12,460 tons

• Cantilever pier/foundation concrete – 53,553 tons

• Height of tallest point of cantilever above the water – 382 feet

Yerba BuenaIsland Detour Cantilever Truss 504´ Truss Spans 288´ Truss Spans

.25 miles(1,314 feet)

.46 miles(2,420 feet)

.49 miles(2,569 feet)

.78 miles(4,104 feet)

• Length of East Span – 1.97 miles

• Total steel – 58,209 tons

• Total concrete – 245,470 tons

• Bridge steel – 51,687 tons

• Pier/foundation steel – 6,522 tons

• Bridge concrete – 66,962 tons

• Pier/foundation concrete – 158,470 tons

BAY BRIDGE STEEL Exhibit II-A

BAY BRIDGE STEEL Program for Creative Reuse in Civic and Public Art Projects Oakland Museum of California Exhibit II-B: Elements of the Original East Span Selected for Salvage Warning Light (Item L) - VARIANCE UPDATE as of 9/26/16: Lights were salvaged without platforms. Quantity: 3 Approximate Dimensions: 4’8” x 2’ Approximate Weight: TBD

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 2

Top Chord and Man Hole Unit (Item T) Quantity: 6 Approximate Length: 30’ Approximate Weight: 10 tons

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 3

Vertical Strut (Item V) Quantity: 30 Approximate Length: 30’ Approximate Weight: 3.6 tons

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 4

Top Joint Knuckle (Item J) Quantity: 16 Approximate Length: 5’ radius Approximate Weight: 3.6 tons

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 5

Top Diagonal Brace (Item D) Quantity: 30 Approximate Length: 40’ Approximate Weight: 1.0 tons

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 6

Side Diagonal Truss Member (Item S) Quantity: 20 Approximate Length: 40’ Approximate Weight: 3.6 tons

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 7

Eye Bar (Item E) Quantity: 32 Approximate Length: 20’ Approximate Weight: 1.0 tons

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 8

Vertical Truss Member (Item G) - VARIANCE UPDATE as of 9/26/16: Item G length approx. 20’ Quantity: 30 Approximate Length: 42’ 20’ Approximate Weight: ~ 1 ton (to be verified)

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 9

Top Horizontal Brace (Item I) - VARIANCE UPDATE as of 9/26/16: Item I length approximately 40’ Quantity: 10 Approximate Length: 66’ 40’ Approximate Weight: ~ tons (to be verified)

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 10

End Vertical Truss Member (Item K) - VARIANCE UPDATE as of 9/26/16: Item I length approximately 20’ Quantity: 10 Approximate Length: 38’ 20’ Approximate Weight: ~ 1.3 tons (to be verified)

ExhibitII-B:ElementsoftheOriginalEastSpanoftheBayBridgeSelectedforSalvage–Updated9/26/16 11

Rivets (1” minimum shank) Quantity: 1,000

CALIFORNIA

STATE OF

DEPARTMENT OF TRANSPORTATION

STRUCTURE DESIGN

DIVISION OF ENGINEERING SERVICES

DESIGN BRANCH

UNIT:

PROJECT NUMBER & PHASE: CONTRACT NO.:

DESIGN

DETAILS

QUANTITIES

CHECKED

CHECKED

CHECKEDBY

BY

BY

0 1 2 3

FILE => 33-0025_e_brelement.add

POST MILE

BRIDGE NO.

SHEET OF

US

ER

NA

ME

=>

s134003

DA

TE

PL

OT

TE

D

=>

23-

DE

C-2014

TI

ME

PL

OT

TE

D

=>

11:21

REVISION DATES

FOR REDUCED PLANS

ORIGINAL SCALE IN INCHES

EARLIER REVISION DATES

DISREGARD PRINTS BEARING

03-28-14 06-06-14

DIST COUNTY ROUTETOTAL PROJECT

POST MILES SHEET

No.

TOTAL

SHEETS

REGISTERED CIVIL ENGINEER DATE

DATEAPPROVALPLANS RE

GIS

TE

RE

D

RP

OFESSIONAL

EN

GI

NE

ER

AINROFILACFO

ETA

T

S

No.

Exp.

CIVIL

STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10)

8

completeness of scanned copies of this plan sheet.

shall not be responsible for the accuracy or

The State of California or its officers or agents

EAST SPAN SEISMIC SAFETY PROJECT

SAN FRANCISCO-OAKLAND BAY BRIDGE

504’ AND 288’ SPANS DEMOLITION

SALVAGE BRIDGE ELEMENTS

04-013521

33-0025

8.6/1.2

0412000608, 1

3593

1209

Yong Pil Kim

Yong Pil Kim

Mary Beall

Mary Beall

Mary Beall

Carlo Cancino

04 SF,Ala 80

YONG PIL KIM

C48365

06-30-16

DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD

NOTE:

L Warning light and platform N/A 2

T 30’–

V 5

J 5

D 40’– 50

S Side Diagonal Truss Member

C 30’– 4

E 20’– 0

Top chord with manhole unit

Vertical Strut

Top Joint Knuckle

Top Diagonal Brace

Pier Column

30’–

5’ radius

Indicates existing

LEGEND:

LEGEND

THE ELEMENT

DESCRIPTION OF

(ft)

LENGTH

1" = 30’-0"

ABOUT � SPAN

SYMMETRICAL

� PIER

E E E E E

E

S

T

V

T T

L

No Scale

� BRIDGE

TOWER E5 TO E8

TRANSVERSE ELEVATION

C

VIEW T-T

ABOUT � SPANSYMMETRICAL

LJ

D

DD

D

D

D

D D

D

D

1" = 20’-0"

� BRIDGE

1420.0/1.28.6/8.9,

03-20-14

31

S S

- N/ARivets (1" min shank) 1000

40’– 10

2

� PIER

1" = 20’-0"

VIEW S-S

1" = 20’-0"

� BRIDGE

� PIER

PART ELEVATION - 504’ TRUSS SPAN

PART ELEVATION - 288’ TRUSS SPAN

504’ TRUSS SPAN

ABOUT � SPANSYMMETRICAL

B

ABOUT � SPAN

SYMMETRICAL

H M K

� PIER

S

S

H M H M H M

B

B

B B B

B B

*

*

*

*

*

*

*

Eye Bar

*

* Denotes bridge elements to be blast cleaned.

One eyelet to remain with the member.

GROUP A GROUP B

3

30

16

30

0

1000

20

6

NO. OF UNITS

1

1

GROUP C

0

0

0

0

0

0

0

10

0

TABLE OF BRIDGE ELEMENTS TO BE SALVAGED - GROUPS A, B & C

1.

2.

NOTES:

Maintenance Group.

Group C : Saved as is, without cleaning for Caltrans Toll Bridge

Group B : Cleaned and stored for Oakland Museum of CA Group.

Group A : Cleaned and delivered to Gateway Park Group.

respective legends.

of each type. Potential salvageable elements are marked with

Bridge elements indicated with bubbles and legends are typical

1 DATED OCTOBER 28, 2014REPLACED PER ADDENDUM No. 1

06-09-14

288’ TRUSS SPAN

H 20’–

M

K

B

LEGEND

THE ELEMENT

DESCRIPTION OF

20’–

20’–

20’–

Inner vertical truss member

Side diagonal truss member

End vertical truss member

Bottom diagonal bracing

NO. OF UNITS

GROUP B GROUP C

4

4

4

4

TABLE OF BRIDGE ELEMENTS TO BE SALVAGED - GROUPS B & C

(ft)

LENGTH

0

0

0

3 DATED DECEMBER 29, 2014REPLACED PER ADDENDUM No. 3

G 0* 30 0

I 40’– 0* 10 0

Vertical Truss Member

Top Horizontal Brace

20’–

1

33

G

I

I

3

3

G

V V

J

32*

10*

C

C C

3

BAY BRIDGE STEEL Exhibit II-C

Bay Bridge Steel Exhibit II-D: 504’ TRUSS SPAN

 

 

T – Top Chord with Man-Hole Unit

S – Side Diagonal Truss Member

D – Top Diagonal Brace

G – Vertical Truss Member

J – Top Joint Knuckle

V – Vertical Strut

E – Eye Bar

Bay Bridge Steel Exhibit II-D: 504’ TRUSS SPAN

 

S – Side Diagonal Truss Member

E – Eye Bar

V – Vertical Strut

Bay Bridge Steel Exhibit II-D: 288’ TRUSS SPAN

 

 

 

K – End Vertical Truss Member

Bay Bridge Steel Exhibit II-D: 288’ TRUSS SPAN

 

 

 

K – End Vertical Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item T: Top Chord with Manhole Unit

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item V: Vertical Strut

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item V: Vertical Strut

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item D: Top Diagonal Brace

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item D: Top Diagonal Brace

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item S: Side Diagonal Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item E: Eye Bar

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item G: Vertical Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item I: Top Horizontal Brace

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL - Exhibit II-E Item K: End Truss Member

Measurements included in these 1933 As Built Drawings are approximate. Actual dimensions may have changed during fabrication, through modification, or as a result of corrosion.

BAY BRIDGE STEEL Program for Creative Reuse in Civic and Public Art Projects Oakland Museum of California   Exhibit II-F: Materials Fact Sheet 1. STANDARD TO WHICH THE STEEL WILL BE CLEANED The demolition contract specifications require a commercial blast clean SP6. This is an industry standard and can be summarized as:

“All oil, grease, dirt, rust scale and foreign matter are completely removed from the surface and all rust, mill scale and old paint are completely removed by abrasive blasting except for slight shadows, streaks or discolorations caused by rust stain, mill scale oxides or slight, tight resides of paint or coating that remain. If the surface is pitted, slight residue of rust or paint may be found in the bottom of pits; at least two-thirds of each square inch of surface area shall be free of all visible residues and the remainder shall be limited to the light residues mentioned above.” There is no blast cleaning between plies or built up members. 2. GENERAL DEMOLITION NOTES: Sheet 25 of 142 (attached) See: 3. Existing Structural Steel, and 4. Existing Connections

District: County: Route: PM/KP: EA:

MATERIALS TRANSFER AGREEMENT (With Indemnity Clause)

Title for the following salvage items removed from the San Francisco Bay Bridge East Span [proper name?] Demolition: Whereas, the undersigned desires to take ownership and possession of the above listed salvage items, which are salvaged members from the demolition of the San Francisco Bay Bridge East Span [proper name?]. Whereas, such items are currently owned by ____________, and would normally be salvaged for re-use or be disposed of as waste. Whereas, the undersigned desires to use and incorporate such items in the creation of artistic and recreational structures physically accessible for the general public’s use. Whereas, the salvage items have been determined to contain lead paint and other potentially hazardous materials. Whereas, ____________[the owner] has endeavored to clean the lead paint and other hazardous materials from the salvage members, but cannot represent or warrant to the undersigned the extent to which such lead or hazardous materials have been removed. Nor does _________[owner] represent or warrant any fitness for a particular use. Now Therefore, The undersigned agrees to take delivery and declare full ownership of the above-described salvage items in “as-is” condition. The undersigned shall take delivery and full ownership at

Bay Bridge Steel: Exhibit II-G

[designate delivery site] ______________________________________________________________. The undersigned acknowledges said salvage items are painted with lead-base paint, and may contain other hazardous materials, and assumes full responsibility for the proper handling, storage, display, and conservation of the salvage items upon their delivery. The undersigned further agrees to take all necessary precautions to protect the general public from exposure to any lead paint or hazardous materials on and in the salvage items. The undersigned releases the California State Department of Transportation from any present or future liability resulting from the receipt or ownership of said salvage items. The undersigned does hereby release, and shall indemnify, defend and hold harmless ____________ [owner], its affiliates, and their employees, agents, officers, successors and assigns, from and against any and all suits, actions, causes of action, legal or administrative proceedings, claims, demands, fines, punitive damages, losses, costs, liabilities and expenses in any way arising out of or connected with any contamination or pollution in and/or on the salvage items by any hazardous or toxic substance or material, or any federal, state or local law, ordinance, rule or regulation applicable thereto, including, without limitation, the toxic substances control act, the comprehensive environmental response, compensation and liability act, and the resource conservation and recovery act. The foregoing will apply regardless of any negligence or strict liability of ___________[owner], its affiliates, and their employees, agents, officers, successors and assigns. Dated: ________________________ Signed: __________________________________________________________ Representative for: ______________________________________________________ Address: ___________________________________________________________

Bay Bridge Steel: Exhibit II-G