58,209 tons 245,470 tons riginal east span 51,687 tons d ...€¦ · • cantilever pier/foundation...
TRANSCRIPT
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