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Oakland-Bay Bridge.
There is work afoot on the Oakland-Bay Bridge. According to Tollroadnews, the new east span of the
San Francisco-Oakland Bay Bridge is already estimated to cost $3.4b with the
price anticipated to rise with bids on the cable stayed or anchored suspension
section. The East Span, a doubledecker of 5-lanes on top of 5-lanes was built
by the California Toll Bridge Authority and opened in 1936. During the Loma
Prieta earthquake of 1989, the bolts on the upper deck of one truss section
sheered off and that deck section hinged down onto the lower deck closing the
whole bridge for several weeks. Several of the main piers are weakened. Most
are on wooden deep piles which are rotting. There was general agreement it was
best to build a new span. But the agreement ended when it came to the design of
the bridge. The cost has been going up, and there has been endless infighting
on who will pay for what. It has gotten worse and worse. According to the Oakland
Tribune, the most complete estimate as of January 2005 for the full cost to
build, engineer and oversee construction of the new eastern span of the Bay
Bridge: $5.9 billion. The skyway is costing $160,000 per foot. Extending it
could cost $460,000 per foot. There are all sorts of accusations flying around
about whether Caltrans hid the cost. For example, starting in August 2002, a
consultant's mock bid placed the cost of the remaining tower at $934 million.
By December 2003, Caltrans' own bridge cost specialist placed the bid at $1
billion and revised it to $1.3 billion in April. All the while, the agency
stuck to its official figure of $780 million. The bid price May 26 was $1.4
billion. Currently, information on the Bay Bridge project may be found on the
frontpage of the Caltrans Website. In July
2005, final agreement was reached. On July 18, 2005, Gov. Arnold Schwarzenegger
signed legislation allowing construction to resume on a self-anchored
suspension span to complete the new eastern portion of the bridge. The
legislation calls for the state to contribute an additional $630 million to
help cover the $3.6 billion in cost overruns on the new eastern span. Motorists
will have to start paying a $1 extra in 2007 on all toll bridges in the Bay
Area except for the Golden Gate to cover much of the rest of the cost of the
$6.3 billion project. The increase will mean $4 bridge tolls.
In late March 2006, it was reported that Caltrans received two bids to build
the single-tower suspension span to complete the bridge, and the low offer was
$1.43 billion, slightly less than estimated. The low bid comes from a joint
venture between American Bridge Co. and Fluor Corp. of Coraopolis, Pa. Caltrans
engineers had estimated the cost at $1.45 billion. The second bid, $1.68
billion, was from a joint venture between contractors Kiewit and Manson, two of
the three companies in the consortium building the concrete skyway section of
the bridge, and Koch and Skanska. Caltrans officials then began reviewing the
bids, checking figures, examining lists of subcontractors and making sure the
details match the agency's requirements. If all goes well, the contract would
be offered to American Bridge/Fluor. If the low bid is determined to be flawed,
Caltrans could either accept the higher offer or reject both bids and start
over. Construction activity on the Bay Bridge probably won't be visible until
mid-to-late 2007. The new eastern part of the Bay Bridge will be the world's
largest self-anchored suspension span. The bridge is expected to open to
westbound traffic in spring of 2012 with eastbound lanes opening about a year
later. The state has two additional contracts to award on the bridge: one for
the Oakland touchdown ramps, and a second to build connector lanes to Yerba
Buena Island.
In early 2009, it
was reported that work on the Eastern span was delayed, due to problematic
welds. Specifically, according to Caltrans records, inspectors hired by
Caltrans to monitor the fabrication of steel girders that will support the
tower's roadway reported finding cracked welds in 2008. Caltrans and others in
charge of the bridge construction say the welds are safe and that fixes have
been made - but also say the inspectors interpreted the welding standards too
rigidly. Meanwhile, the inspection outfit that sounded the alarm has since been
replaced. The welds in question are contained in 900 bridge panels that are
being assembled into football field-size deck sections that will stretch across
the 1,800-foot-long tower portion. The sections were supposed to have begun
arriving from China in October 2008, but due to delays they weren't expected to
arrive until at least April 2009. The panels are being made by the Zhenhua Port
Machinery Co. of Shanghai, which is fabricating most of the steel for the $1.4
billion signature tower on behalf of the span's joint-venture builder, American
Bridge-Fluor Enterprises. ZPMC, as the company is commonly known, is the same
firm that built the mammoth cranes that tower over the Port of Oakland -
indeed, it builds 80 percent of the container cranes used around the world.
Soon after ZPMC started production in late 2007, however, the inspectors hired
by Caltrans began finding problems - specifically, an unacceptably large number
of welding flaws in the new panels. Specifically, as many as 65% of the more
than 30 welded panel sections examined - either visually or using ultrasonic
testing - failed to meet specifications. The memos also reveal that the
inspectors questioned ZPMC's ability to handle the complex bridge construction
job - and that they were frustrated by Caltrans officials' demands that the
project proceed despite the allegedly substandard welds. Caltrans officials,
working with ZPMC and MacTec inspectors, say they eventually worked out a
program to tag and repair all the bad welds. But e-mails from inspectors show
problems persisted. After consulting with a structural steel expert from Lehigh
University in Pennsylvania, Caltrans officials concluded the decks will be
safe, and that the earlier problems were the result of strict weld standards
that essentially allowed for no cracks. In other words, a few minor cracks are
OK.
In July 2010, it was reported that a committee of the Bay Area Toll
Authority approved funding bridge engineering firm T.Y. Lin $1 million to
design a system of dampers that could be installed on the cantilever-style
portion of the current east span to reduce the vibrations caused by wind and
the relentless pounding of traffic. T.Y. Lin, which analyzed the failure of the
cracked eyebar discovered over Labor Day weekend in 2009, and Caltrans
engineers determined that vibrations caused by wind led to both the initial
failure of the eyebar, which is a key structural piece, as well as the collapse
of the repair job that flung tons of steel to the bridge's upper deck in
October. The firm will also design, but not construct, a device that could be
quickly fabricated and installed should another eyebar crack. Even though no
additional cracks have been discovered, the potential always exists. To further
reduce risk, bridge officials want to install dampers - devices that reduce
vibrations - on some of the most flexible of the 16 diagonal arrays of eyebars
on the east span's trestle section. T.Y. Lin will determine how and where the
dampers would be most effectively placed, and estimate the cost. The authority,
which is expected to approve the plan on July 28, 2010, would then seek a
contractor to provide and install the dampers.
The construction technique used is
interesting. Portions of the replacement roadway are constructed to the side of
the bridge. The bridge is then closed, the old roadway demolished, and the new
roadway rolled into place. This is illustrated to the right. It was done over
Labor Day Weekend 2007, when at 8 p.m. Aug. 31, after the last Friday commute
stragglers passed, Caltrans took the unprecedented step of completely closing
the San Francisco-Oakland Bay Bridge for 3˝ days and nights of major
reconstruction. Crews then demolished a 100-yard bridge section just east of
the Yerba Buena Island tunnel. Once the demolition was done and the rubble
carted away, the new section was be rolled on seven rails into place,
controlled by a computer. The 6,500-ton, five-lane section had already been
constructed on the island adjacent to the bridge deck. The new piece was be
jacked a few inches higher than the existing roadbed, and when it was in place,
it was lowered onto new concrete supports. There was only 3 inches of clearance
where the new deck met the existing deck. Unlike the old deck, the new one was
designed with equal-length columns, sitting on top of pilings that are encased
in an isolation base, surrounded by a few inches of open space in a concrete
housing. This allows them to move side to side in an earthquake, hopefully
without damage. The bridge reopened before 5:00am Tuesday for the
return-to-work commute.
By May 2008, work
had begun on Yerba Buena Island on both a temporary bridge and a temporary
bypass (see map on right; click on the image for the
original from the SF Chronicle)). The temporary bypass is on the south side
of the bridge; it will carry traffic in both directions for three years. In
March 2008, crews installed the first piece of the bypass atop a pair of those
columns. A double-deck steel span will take traffic on a curving 1,200-foot
detour just south of the existing bridge. The bypass will extend from the end
of the trestle section of the existing bridge to the tunnels. It will allow
crews to demolish the current link to the island and build a connection for the
new span. The bypass is being built on the ground, then will be hoisted into
the air one piece at a time. The fifth and final piece will require a weekend
bridge closure - possibly over Labor Day 2009 - as crews cut the existing span
and slide it off its supports on a set of rails erected 150 feet in the sky.
Then the new piece will be lifted onto another set of rails and rolled into
place atop the bridge supports. To the north, a temporary bridge will be
constructed. Workers are planting seven sets of temporary steel towers in the
bay and the eastern end of the island. In June, steel girders arrived from
Washington and were formed into a bridge reaching from near Yerba Buena Island
to the already-completed skyway section of the new eastern span. This will look
like a bridge, and will be a bridge, but won't ever carry traffic in this form.
Instead, it will be used to assemble and support the 28 winglike steel pieces -
14 for eastbound lanes and 14 for westbound - that will make up the deck of the
new Bay Bridge. Those sections will begin arriving from Shanghai, where the
bridge is being manufactured, late 2008 along with the four steel sections of
the tower. Once the 525-foot tower is assembled, a suspension cable will be
hung and draped around the bridge deck. The temporary towers and girders will
be removed, and the bridge will support itself.
(Source: SF
Chronicle, May 28, 2008)
In August 2008, Caltrans released a bid to construct bridges, roadway and
install electrical systems in the City and County of San Francisco from the
Yerba Buena Tunnel to 0.6 km East of Yerba Buena Tunnel. This likely includes
reconfiguration of the interchange and replacement of the original US 40/US 50
tunnel.
On
Yerba Buena Island, there are plans to remove the westbound on-ramp and the
westbound off-ramp located on the eastern side of the island and replace them
with a new westbound on-ramp and a new westbound off-ramp that would address
design standards and traffic safety requirements. This project has been
proposed to address the geometric and operational deficiencies of the existing
westbound on-ramp and existing westbound off-ramp on the eastern side of Yerba
Buena Island and their effects on the San Francisco-Oakland Bay Bridge (I-80)
mainline, without degrading the mainline operation as compared to the noaction
alternative. An EIR was being prepared as of October 2008. The Yerba Buena
Island Ramps Improvement Project is estimated to cost $113,000,000. Funding is
anticipated through the Proposition 1B Local Bridge Seismic Retrofit Program,
Federal Highway Bridge Replacement and Rehabilitation Program and other local
funding sources. Construction is scheduled to begin in fiscal year 2011/12.
There are two alternatives being considered (in addition to no-build):
(2B) Alternative 2B would include removal of the existing westbound on-
and off-ramps on the east side of Yerba Buena Island, construction of a
westbound off-ramp to Macalla Court on the east side of Yerba Buena Island,
and construction of a westbound hook on-ramp from Macalla Court on the east
side of Yerba Buena Island. The feasibility of incorporating improvements to
the current eastbound off-ramp on the eastern side of Yerba Buena Island to
Hillcrest Road will be studied.
(4) Alternative 4 would include removal of the existing westbound on- and
off-ramps on the east side of Yerba Buena Island, construction of a westbound
on-ramp from Hillcrest Road, and construction of a westbound off-ramp from
Macalla Court on the east side of Yerba Buena Island. The feasibility of
incorporating improvements to the current eastbound off-ramp on the eastern
side of Yerba Buena Island to Hillcrest Road will be studied.
In May 2012, the CTC approved reconstructing and reconfiguring the westbound
on- and off-ramps from I-80 on the new east span of the Oakland Bay Bridge to
Yerba Buena Island.
According to the San Jose Mercury News, there are plans in early 2009 to
raise tolls on the Bay Bridge, likely $1, and likely to be applied to
carpoolers as well. They may also add congestion pricing. This is being done to
help support the cost of retrofitting the Dumbarton and Antioch spans for
earthquake improvements. Rates were raised again in February 2010, when the Bay
Area Toll Authority bumped the cost of crossing the Bay Bridge to $6 during
weekday commute hours - from 5 a.m. to 10 AM and 3 p.m.
to 7 PM. During other weekday hours, the toll will
remain at $4. On weekends, it will rise to $5. In July 2010, the rates
carpoolers on all bridges will be charged $2.50. In November 2011, it was
reported that the addition of tolls for carpools has resulted in the number of
trips made by carpooling vehicles shrinking by 26% since the rate increase.
Toll authority officials have several theories to account for the drop in
carpoolers. Motorists may have opted to switch over to BART – morning
ridership is up 8% at the transit agency since the advent of the carpool tolls.
Others might be avoiding the toll by driving during off-peak times, such as the
early morning and late evening. FasTrack transponders may have also affected
the numbers, by reducing the number of people illegally using the HOV lanes.
Toll authority officials are pretty sure the new toll hasn’t converted
former carpoolers into drive-alone motorists, for if the average carpooling
vehicle has three occupants, and all three of those occupants split up and
drove alone following the carpool toll introduction, there would be an increase
in traffic of 13,000 cars on the span... but noncarpool traffic on the bridge
increased by only 3,000 people.
(Source: HOV Lane Decrease information, SF
Examiner, 11/4/11)
In order to build the suspension bridge, a large amount of temporary
construction is required. These include steel trusses starting to cross San
Francisco Bay between Yerba Buena Island to the west and the new 1.2-mile-long
precast concrete Skyway to the east, alongside the existing eastern steel truss
span of the old Bay Bridge. The truss bridge must support the 28 steel-deck
sections being fabricated in China. In addition to falsework for the SAS span,
part of a $1.4-billion contract held by a joint venture of American Bridge
Inc., Coroapolis, Pa., and Fluor Enterprises Inc., Aliso Viejo, Calif. Rancho
Cordova, Calif.-based C.C. Myers Inc. will demolish and replace a 300-ft-long
double-deck section of transition bridge over one weekend later this year. The
1.2-mile Skyway portion of the east span is just completed, and a $429-million
seismic reconstruction of the west approach wrapped up in early 2009.
Construction feats as of early 2009 include a 1,700-ton, 150-ft megapick of a
steel-tub girder in 11 hours, a 2,100-ton steel foundation box for the
525-ft-tall single tower and a Labor Day lift-out of a 6,500-ton section of
roadway. Later in the year, a custom-built crane from China will arrive with a
328-ft-long boom and the capacity to lift 1,700 metric tons. Even the barge had
to be custom-built: it is 400 feet long, 100 feet wide and 22 feet deep.
In May 2009, a group of about 70 architects pronounced the new east span of
the Bay Bride "a beautiful landmark emerging from the morass of political and
bureaucratic ugliness that has defined its creation." The architects used the
terms "beautiful," "sleek" and "elegant" to describe the $6.3 billion new span,
expected to open in 2013. Some of the highlights included the bicycle and
pedestrian path, the steel structures on the underside of the new skyway to
provide homes for cormorants, and the plans to illuminate the 525-foot tower
and the cables supporting the new suspension span.
(San
Francisco Chronicle)
In September 2009, the Bay Bridge closed to traffic to permit a complex
construction maneuver 150 feet in the air. Specifically, over this weekend,
workers cut a portion of the existing eastern span near Yerba Buena Island and
slid it out. They rolled in a new section, rerouting traffic (via an S-curve)
onto a temporary bypass for three to four years. Once the temporary bypass is
completed, speeds will be limited to 40 mph, 10 mph below the current limit.
Crews will demolish the existing tunnel approach and build a connection to the
new bridge. This seems similar to what was done on the other end of the span.
Note that during this construction some problems were found, necessistating
closure of the Bay Bridge for a few days while they were repaired. This
happened again in November 2009.
In October 2009, Caltrans begin
installing more prominent warning signs near the Bay Bridge's recently opened
S-curve to try to force drivers to slow down in the aftermath of a messy
big-rig crash on the new stretch in early October that tied up westbound
traffic for hours. State officials had already approved a plan to step up
warnings to motorists that the speed limit on the S-curve is 40 mph, down from
50 mph on the rest of the span. One change will be radar-activated signs that
alert drivers to their real-time speed along with the posted limit, to be in
place by the end of October 2009. On the lower deck, Caltrans will install a
large, yellow "40 mph" sign with a curved arrow, replacing the sign that had
designated the now-closed Yerba Buena Island exit. If that doesn't do the
trick, Caltrans may install reflective bumps on the pavement, known as "rumble
strips," before the S-curve. Besides the warnings, Caltrans is planning to
treat the metal panels at the beginning and the end of the curve with a mixture
of epoxy and sand to improve traction. As of 11/9, there have been more than 42
accidents in the curved area since it opened Sept. 8 as part of the eastern
span replacement project. On 11/9, the first fatal accident occurred when a big
rig plunged 200 feet off the Bay Bridge, killing the driver and obliterating
the truck. The truck was carrying a load of pears to San Francisco when the
crash occurred about 3:30 a.m. that morning. The impact shattered the truck
into pieces. Metal debris and boxes of pears littered the landing where the
truck crashed. A mattress, presumably from the truck's cab, hung on a railing
200 feet above. The CHP said the truck driver lost control on the curve,
possibly because he was traveling about 50 mph, about 10 mph above the posted
speed limit.
(11/2009 Information Source: SJMN 11/10/2009)
In May 2010, it was reported that, by July 2010, the additional CHP patrols
of the S-curve would be eliminated. After the crash described above, safety
measures such as flashing lights, reduced speed signs, and reflective tape were
installed. In late April 2010, rumble strips and underground speed sensors were
installed. The sensors allow officials to monitor traffic speeds in real time,
and patrols can be deployed as needed instead of constantly monitoring the
bridge.
In March 2010, it was reported that there are efforts to pick up the
construction pace on the east span of the Bay Bridge, as evidenced by the steel
deck pieces from China finally being lifted into place off Yerba Buena Island
in early March. However, delays at the Chinese steel fabrication plant and a
Canadian drafting firm have put the bridge 15 months behind schedule, and
catching up could be difficult. It is rumored that incentives are being offered
to speed the the production of the final two steel deck segments, which link
the suspension span with the completed skyway section of the new bridge and
support the suspension cable on the east end. There have also been difficulties
with completing the construction drawings for the final two roadway sections in
Vancouver, British Columbia. Fabrication of the pieces will be far more complex
than producing the other deck segments, he said, because they connect the
suspension span and skyway, will anchor the cable that supports the span, and
are curved and slightly banked. They also weigh 1,500 tons - three times the
average deck piece.
[Source: "Push
to build 2 crucial Bay Bridge parts faster", SF Chronicle,
3/10/2010]
In June 2010, it was reported that the Eastern Span is beginning to take
shape. In June 2010, the first five pieces of the 525-foot steel tower left the
ZPMC steel fabrication plant in Shanghai to begin their transpacific journey.
They're expected to arrive in the Bay Area by July 2010. The first tower
pieces, once they arrive, will be inspected, taken to the construction site on
barges, and tipped into place on a concrete tower foundation that sits in the
bay. The 250-foot-tall steel segments, which comprise the lower level of the
tower, will be slipped atop 150 steel dowels that stick out of the foundation
and will be fastened down with 424 large anchor bolts. About 150 feet above the
foundation, the new single-tower suspension span already is coming together.
Crews have installed the wing-shaped boxes that will make up the bridge deck
atop the temporary trestles that hold them in place and stretch from Yerba
Buena Island to the already completed skyway section. The deck pieces, the
first two shipments of steel from China, are among 28 that will be lowered into
place by the huge Left Coast Lifter barge crane then joined together, with
large crossbeams connecting the side-by-side decks. The deck and the tower will
be completed over the next two years. The cable will be installed - anchored on
the east end of the suspension span, strung across the tower, looped around the
west end, back across the tower, then anchored again on the east end- and the
temporary trestles will be removed, leaving the span essentially cradled by the
suspension cable. The current plans as of June 2010, which are about a year
behind schedule, call for the westbound lanes to be completed first - in April
2013 - with the eastbound lane opening in December 2013. Because of the
configuration of the new bridge and its connection to the toll plaza, part of
the existing bridge has to be razed to make way for Oakland-bound traffic.
[Source: San
Francisco Chronicle, 6/21/10]
In August 2010, a reporter toured the 'abuildin' bridge, in particular the
the aspects of construction visible from the hollow core that extends the
length of the skyway. It's a space roughly 15 feet high and 85 feet wide, a
ghostly gray tunnel that shrinks to 4 feet in height when you move from one
225-foot-long section to the next. Stretched into the dark void is a metal
catwalk of sorts, with a trough for cables and utility wires underneath. The
bridge is designed so that it will ride out even the largest earthquake that
might hit the region, someday. One example: horizontal steel "hinge pipe beams"
6 feet in diameter and 60 feet long to reinforce the viaduct at six points
along the way. They're there to absorb lateral movement that otherwise might
stress individual sections during a major temblor.
In December 2010, it was reported that a new approach will permit opening of
the new east span to drivers traveling in both directions by the end of 2013
instead of the earlier plan to make eastbound motorists wait until 2014. This
new approach will required a series of reconfigurations so that a portion of
the incline section can be cut away to make way for construction of the
eastbound landing of the new bridge. Those reconfigurations will bring changes
in the alignments of the westbound approach to the existing bridge as well as
the eastbound landing, both of which will take a turn to the south. The new
eastbound alignment will probably premiere in May or June. The westbound
change, which will include a temporary span, is likely to come at the end of
2011. The accelerated timeline comes after bridge officials offered a package
of incentives to speed fabrication of the bridge's steel deck and tower
segments in China. The steel deliveries have arrived on time or ahead of
schedule. The increased speed of the steel deliveries, combined with the
changes on the east end of the bridge, will enable the span to open in December
2013. The approach taken shifts everything to the south to make way for the
eastbound landing of the new bridge to be built sooner than 2014. Some lane
closures, and potentially a one-direction bridge closure, will be necessary.
Crews are relocating utilities to accommodate the traffic changes that will
begin in 2011. Early in 2011, access roads used by Caltrans crews and
construction workers will be moved to the south. In May or June 2011, the
eastbound lanes of traffic, after they come off the existing Bay Bridge, will
also weave to the south. That will make way for crews to widen the incline
section of the old bridge so a segment that blocks construction of the new
landing can be cut away. Once traffic is shifted onto that temporary span,
again, curving south, construction of the eastbound landing, officially known
as the "Oakland touchdown," can commence.
In March 2011, it was reported that traffic was going to
be shifted on the Oakland end of the bridge to accomodate construction.
Specifically, in late May 2011, Caltrans crews will move eastbound traffic
coming off the bridge in Oakland to the south as the start of a complex effort
to open both directions of the $6.3 billion new east span in 2013. The
eastbound traffic shift in May will make room for construction crews to widen
the westbound section of the bridge known as "the Incline" by building an
extension to the south. That will allow workers to shift westbound traffic to
the south (or left), which will permit crews to demolish the northern edge of
the incline, and clear the way for completion of the eastbound landing, also
called the Oakland Touchdown, of the new span. That detour will take place in
early 2012. The original plan called for the westbound lanes of the bridge to
open first, sometime in 2013, with the eastbound direction following at least
four to six months later because a section of the westbound incline on the
existing bridge stands in the path of the new eastbound span. But progress on
the single-tower suspension span and the connection to Yerba Buena Island
convinced Caltrans engineers they could speed completion of the Oakland landing
and open both directions simultaneously.
(SF
Chronicle, 2/18/11)
In March 2011, it was reported that the cost of completing the Bay Bridge
early was about $106 million. This was due to a pair of cost increases - one on
the Oakland touchdown of the bridge, the other on the connection to the Yerba
Buena Island tunnels - that will allow both directions of the $6.3 billion span
to open to traffic at the same time in 2013. The cost increases will be paid
for out of the project's contingency fund, a pot of money set aside to cover
cost overruns, unanticipated expenses or major changes or additions. The
expenses will eat up a little more than half of the estimated $200 million
remaining in the contingency fund.
(SF
Chronicle, 3/9/11)
In August 2011,
it was reported that construction lights have been turned on, illuminating the
eventual outline of the bridge; specifically, there are about 100 large lights
attached to the steep catwalks that will be used to install a giant cable over
the top of the 525-foot-tall bridge tower. The four orange metal mesh catwalks
are temporary but they mirror the route for stringing the bridge cable.
Contractors are doing preparation work to begin installing a thick mile-long
cable that will wrap up and over the tower twice before being anchored into the
bridge deck to hold up the structure. Crews must do much of the cable work at
night to avoid the sun that can heat up and expand parts of the huge cable,
making it difficult to measure and tension during installation.
(Source: Mercury
News)
In August 2011, the CTC approved $3,249,000 in SHOPP funding to onstruct 0.8
mile of bicycle/pedestrian facility in Oakland, from 0.3 mile west to 0.5 mile
east of the San Francisco/Oakland Bay Bridge Toll Plaza to provide a critical
connection from the new San Francisco-Oakland Bay Bridge (SFOBB) East Span to
the local and regional bikeway system and to comply with the Bay Conservation
and Development Commission (BCDC) permit.
In October 2011, it was reported that contractors installed the last deck
segment for the suspension span. The 1,049-ton steel box gives the east span a
nearly continuous surface from Oakland to Yerba Buena Island. Installing the
28th and last piece of the 2,007-foot bridge deck allows contractors
to start stringing cable up and over a 525-foot tall bridge tower, starting in
December 2011. This segment is the place where the cable actually comes in and
locks into the bridge; specifically, the segment has a big hole where will the
cable will go down and anchor.
In November 2011, questions arose about the structural inspections of the
Bay Bridge. In early November, Caltrans officials fired two employees after an
investigation questioned the validity of structural integrity testing performed
on the Bay Bridge tower by a technician who had falsified results on three
other Caltrans construction projects. In response, Caltrans has decided to have
its seismic safety review panel, an expert panel of structural engineers and
academics, examine records of the inspections, which Caltrans defended. A UC
Berkeley civil engineering professor agreed with their assessment, saying that
it seemed unlikely that the technician allowed inferior work on the $6.3
billion Bay Bridge east span to pass the test, and that even if he had, the
bridge was designed with additional support devices–or
redundancies–to ensure its safety. A report in the Sacramento Bee said
there was no evidence that the technician falsified Bay Bridge results but said
he routinely used test devices without verifying their accuracy.
(Source: SF
Chronicle, 11/15/11)
Now that the construction of the $6.3 billion new east span is nearing
completion, plans are starting for the demolition of the old Bay Bridge.
Caltrans' goal is to start demolition as soon as traffic gets moving on the new
bridge. The work is expected to cost $239 million and take about two years.
Demolition crews will begin not at either end of the span, but with the
cantilever section, the long stretch in the center. They're starting with that
segment because it sits in the way of both the bicycle path and a new eastbound
on-ramp from Treasure Island. The span will not be imploded; workers will
dismantle the old bridge. It is up to the contractor to determine whether
they'll take it apart piece by piece or remove large sections at a time and
ship them by barge to dry land for dismemberment. One thing guaranteed is that
the old span will not be reused in place for non-highway purposes, as it is
seismically vulnerable. Caltrans will choose to save some pieces - possibly the
start of the cantilever span or an entire section of the bridge - for display
in a museum or the Gateway Park planned on the Oakland end. What Caltrans
doesn't claim becomes the property of the contractors, who will most likely
recycle the steel. One piece of steel sure to survive is the now-famous Bay
Bridge troll, which lives out of drivers' sight on the north side of the part
of the east span that collapsed during the 1989 Loma Prieta earthquake. The
troll, which an artist crafted from a chunk of metal during the bridge repair
work, has a barrel-like body and spindly arms and legs. He's leaning forward
slightly and holding what looks like a rod. The creature is supposed to bring
good luck to the bridge, protecting it against future quakes. Caltrans has not
yet decided whether to move the troll into a museum or to relocate him to the
new east span. But it would clearly be bad luck - and bad PR - to get rid of
the nameless guardian, which has many fans as well as his own Facebook
page.
(Source; SF
Chronicle, 11/25/11)
In December 2011, it
was reported that exploration has begun on how to add bike and pedestrian
lanes to the segment of the Bay Bridge between Yerba Buena/Treasure Islands and
San Francisco (the "west span"). The initial plan is that the paths could be
cantilevered off both sides of the upper deck. Bicyclists and pedestrians would
use the northern path and Caltrans could use the southern path, though it would
be possible to share both paths. The additional weight of the two paths could
cause the bridge to flatten a bit, reducing clearance through the main shipping
channel, the study says. It could be solved by either shortening the suspender
cables - something that hasn't been done on a similar bridge - or by replacing
the bridge decks with a lighter material. To get from the east span to the west
span, cyclists would take a route along the south side of the island, crossing
over the tunnel, then looping around to the west span along one of two
alignments cut out of the steep hillside. In San Francisco, the path could
connect to one of six locations South of Market, including the rooftop garden
of the new Transbay Terminal, the Beale Street dog park now being built or
Folsom Street. The study on the bike path estimates the cost at $500 million to
$550 million in 2011 dollars, with estimated timeframes of about 10 years of
engineering, design and construction.
In December 2011, it was reported that Leo Villareal, who has exhibited
light sculptures at the National Gallery of Art and other major museums, would
like to turn the western span of the Bay Bridge into the region's biggest light
sculpture with 25,000 bulbs flickering from its cables in sequences inspired by
the ebbs and flows of the bay environment. He has already has mapped out a
framework for computer software to operate the network of LED lights. The
project needs approval from Caltrans, as well as $7 million in private
donations. Arts supporters kicked off a fundraising drive in late December,
saying they hope to start the four-month-long light installation in spring
2011. The 25,000 white lights will shine, flicker and dim in sequences
controlled by software Villareal is writing to reflect the moods and
personality of the bay. Before work can begin, Caltrans must grant permits
ensuring that the lights won't damage the bridge, block traffic or disrupt
drivers with distractions. The 1-inch LED lights will be placed on the outside
of bridge cables so they won't be visible to bridge drivers and distract them.
Laborers secured by harnesses will attach the lights to bridge cables at night
to minimize disruptions to the 280,000 vehicles a day that cross the bridge. A
necklace of lights was installed across the Bay Bridge in the 1980s, but it is
permanent, unlike the light sculpture that will be removed after two years.
More information about the Bay Bridge light sculpture project may be found at
www.thebaylights.org.
In December 2011, work commenced on the installation of the the steel cable
that will hold up the new eastern span of the Bay Bridge. The cable is 2.6 feet
in diameter and nearly a mile long. It weighs 5,291 tons, or nearly 10.6
million pounds, and is made up of 137 steel strands, each one composed of 127
steel wires. Each wire is strong enough to hold up a large automobile. The
cable will travel from the Oakland side of the span to the San Francisco side
and back again. The 2,047-foot self-anchored suspension span will be the
longest of its kind in the world. To install the cable, crews lifted a giant
spool of steel strands from a barge onto the deck of the new span. Crews will
anchor one end of each strand on the Oakland side of the span, underneath the
deck. Using machinery that looks like a ski lift, they will then thread the
strands along the path of bright orange catwalks that have been attached to the
new tower for several months. The strands will go up to the top of the center
tower and down to the San Francisco side of the span, where they will be looped
underneath the deck of the bridge, then threaded back up to the tower and back
down to the Oakland side of the bridge. There, crews will anchor the other end
of the strands. It will take a few months to complete the installation. Once
all the strands are installed, crews will bind them together and coat them with
zinc paste. As with most of the steel on the bridge, the cable was made in
China. It was manufactured by Shanghai Pujiang Cable Co. at a cost of $28
million.
Source: The Bay
Citizen)
In January 2012, it was reported that demolition will take longer than
expected. According to new projections, it will cost $244 million and take
between five and seven years to remove the 75-year-old span of the Bay Bridge
that connects Yerba Buena Island to Oakland. The original two-year timeline for
the demolition was a very preliminary projection. The complexity of the plan
— notably dismantling the cantilever segment — calls for a
time-consuming project. Additionally, because the structure of the existing
eastern span contains several hazardous materials, notably 75 years of lead
paint, the demolished segments cannot just rest on the Bay floor. Updated
estimates indicate that demolition will need three phases, with the first part
starting in late 2013, when the cantilever superstructure of the eastern span
is removed. A contract for that removal will go out to bid in Spring 2012, and
is expected to be approved by summer, so demolition of the cantilever segment
can begin “within days” of the new eastern span’s opening
date in late 2013. Once the cantilever is removed, crews will take down the
steel trusses that compose the bulk of the existing eastern span. Last, the
foundation pilings of the bridge will be uprooted, completing the demolition
project.
(Source: San
Francisco Examiner, 1/31/2012)
In December 2012, it was reported that "the big lift" was completed. This
was the complicated task of shifting the 35,200-ton weight of the new
single-tower suspension span from temporary trestles that supported it from
below to a single mile-long cable, draped across a 525-foot tower and anchored
in the bridge deck that holds it from above. The lifting work, officially known
as a load transfer, started in mid-August 2012 when crews from American
Bridge/Fluor, the joint venture building the self-anchored suspension segment
of the new $6.3 billion bridge, began using dozens of hydraulic jacks to
gradually adjust the tension on 200 suspender cables that connect the decks of
the bridge to the suspension cable. This involved tuning the bridge like a
giant stringed instrument, resulting in the twin steel decks rising about 18
inches from the rusted trestles that have supported them for years. At the same
time, the main cable moved about 30 feet out and 16 feet down. Crews are next
coating the suspension cable -- 17,399 pencil-thick strands of compressed steel
wire -- with zinc paste, wrapping it with steel wire then applying a thick coat
of paint to make sure it withstands the elements. Next will be the process of
"locking down" the span, connecting it to the concrete skyway segment of the
bridge with special pipe-like seismic joints. Crews have already started to
remove parts of the trestle beneath the bridge, though that work will proceed
intermittently. It is anticipated that by Spring 2013, workers will begin to
take down the scaffolding surrounding the span's gleaming white tower.
(Source: SFGate.Com,
11/21/2012)
Bay Bridge to Carquinez
In May 2007, flames from an exploding gasoline tanker travelling S on the
transition road from I-80 to SB I-880 melted the steel underbelly of the I-580
bridge that carried EB traffic from the Bay Bridge to I-580, I-980, and Route
24. The single-vehicle crash occurred on the lower roadway when the tanker,
loaded with 8,600 gallons of unleaded gasoline and heading from a refinery in
Benicia to a gas station on Hegenberger Road in Oakland, hit a guardrail.
Amazingly, damage to the I-80 transition roadbed was minor, and Caltrans was
able to reopen the span within two weeks.
Note that there are some portions here that have interesting trailblazers:
West I-80 and East I-580 (or East I-80 and West I-580). You can find a
picture of this here.
In June 2012, the
CTC approved for future consideration of funding project in Contra Costa County
will reconstruct the I-80/San Pablo Dam Road Interchange. It will also relocate
the westbound I-80/El Portal Drive on-ramp, build a new westbound auxiliary
lane from the relocated westbound El Portal Drive on-ramp to the San Pablo Dam
Road off-ramp, add a frontage road between the I-80/San Pablo Dam Road on-ramp
and McBryde Avenue and close the McBryde Avenue off-ramp, reconstruct the
pedestrian overcrossing at Riverside Avenue, and construct pedestrian and
bicycle facility improvements. The total estimated cost for the entire I-80/San
Pablo Dam Road Interchange Project is $113,889,000 for capital and support. The
project will be built in four phases. Phases 1 and 2 are fully funded. Phase 1
will construct the Riverside Boulevard Pedestrian Overcrossing over I-80 and
complete right of way for the overall project. Phase 1 is programmed in the
2012 State Transportation Improvement Program (STIP). The scope for Phase 1, as
described for the preferred alternative, is consistent with the project scope
programmed in the 2012 STIP. Construction for Phases 1 and 2 is estimated to
begin in Fiscal Year 2013-14.
In February 2012, Caltrans began holding open houses regarding the I-80
Integrated Corridor Mobility project. The project is designed to reduce
congestion on I-80, including long delays and stop-and-go traffic;
congestion-related traffic collisions; long emergency response times;
unreliable commute times; and cut-through traffic. The agency plans a number of
steps to achieve that goal, with the most noticeable being the addition of
metering lights at onramps along I-80, and corresponding changes to signals on
San Pablo Avenue and thoroughfares leading to I-80. In addition, Caltrans would
add high-occupancy vehicle bypass lanes at ramp meters. The metering lights
will use adaptive metering that can be activated as real-time conditions
warrant, and also work in concert with traffic signals on streets leading to
the ramps to control the number of cars trying to enter the freeway. In March
2012, the CTC approved $95.3 million in funding for this project.
In October 2012, it was reported that further progress had been made on the
I-80 Integrated Corridor Mobility project. The $80 million project is "a
state-of-the-art technological solution to managing congestion and improving
traffic conditions," according to the Alameda County Transportation Commission.
A new type of adaptive metering light to be installed at all of the corridor's
40 onramps will allow entrance at rates determined by the current flow of
traffic. Buses will have priority for entrance, using a transponder to turn the
light green, as they do now on San Pablo Avenue. The freeway itself will have
detectors to accurately monitor traffic; new signs on I-80 and San Pablo and
other major connectors will inform motorists of current conditions, blocked
lanes, speed recommendations and alternative routes; and updates will be
available via car radio announcements. Work on most phases of the project has
already started, with the last scheduled for completion in mid-2015.
(Source: Contra-Costa
Times, 10/22/12)
In December 2012,
the CTC accepted a draft EIR on interchange improvements in Vallejo. The
project will modify the existing I-80/Redwood Parkway interchange to a tight
diamond configuration, realign Fairgrounds Drive to a tee intersection north of
the I-80 westbound ramps, widen Fairgrounds Drive between Redwood Street and
Route 37, widen the westbound exit ramp from Route 37 to Fairgrounds Drive, and
improve the intersections at the Route 37/Fairgrounds Drive Interchange. The
project is not yet funded; however, the project is expected to be fully funded
with local funds. The total estimated cost for capital and support is
$46,400,000. No alternatives (other than no-build) were considered due to the
density of the area.
The California Transportion Commission, in September 2000, considered a
Traffic Congestion Relief Program proposal to reconstruct the I-80/I-680/Route
12 interchange; it would be a 12-interchange complex constructed in seven
stages. The proposal was $1 million for stage 1; the total estimated cost was
$13 million. This is TCRP Project #25, requested by the Solano Transportation
Authority.
In June 2008, the CTC approved relinquishment of right of way in the city of
Vacaville, on the southeast side of East Monte Vista Avenue, between Browns
Valley Parkway and the west bound State Route 80 off ramp, consisting of
collateral facilities.
In January 2009,
the CTC approved for future funding a project to construct High Occupancy
Vehicle (HOV) lanes in both directions between Red Top Road and Air Base
Parkway on Route 80 in Fairfield. The project will construct HOV lanes in both
directions in the existing median along an 8.7 mile section of Route 80 in
Solano County. The project is programmed with CMIA funds, federal demonstration
funds, and Regional Measure 2 funds. The total estimated project cost is
$80,000,000. The project has been split into three segments. The construction
of the final segment (8320C) is estimated to begin in FY 2009-10. The scope as
described for the preferred alternative is consistent with the project scope
set forth in the approved project baseline agreement.
In his 2006
Strategic Growth Plan, Governor Schwartzenegger proposed constructing the
I-80/I-680/Route 12 Interchange Complex, including HOV Connector Lanes. He also
proposed constructing HOV lanes in Sacramento County.
Carquinez Straights Bridge
There were two projects to retrofit and replace portions of the Carquinez
Straights Bridge. This is because the Carquinez Bridges do not meet current
seismic design or traffic safety standards:
The first project involves retrofitted the existing eastbound bridge
built in 1958 for safety and seismic stability. This bridge was built as
part of the route's upgrade to interstate status. As of October 2003, it
carries 53,000 vehicles per day in four eastbound lanes. The total bridge
width is 52 feet, including 12-foot lanes and two 2-foot shoulders. The
cantilever steel truss spans a total of 3,300 feet in length at 140 feet
above the channel. The elements of the project are to replace and
strengthen the steel truss members in the bridge superstructure and towers,
reinforce pile foundations at Pier No. 5 at the south end of the bridge,
retrofit the abutment where the bridge touches down on the northern end,
and strengthen the Crockett Interchange eastbound on and off ramps and
approach structure. The cost of retrofitting the 1958 structure was $70
million. The contract for this project was awarded on Friday, June 19, 1998
to Balfour Beatty Construction, Inc. of Vallejo, CA. Balfour Beatty began
preliminary work on Monday, June 22, 1998. Retrofit construction on the
1958 bridge finished in August 2001.
The second project replaced the existing westbound 1927 bridge with a
suspension style bridge that incorporates the latest construction
technology with public amenities such as a pedestrian bike lane and two new
vista points. The 1927 bridge was constructed as a private toll bridge, and
provided three lanes of westbound (to San Francisco) traffic. This
structure had exhibited deterioration of its metal components, and
accessibility to and maintenance of the bridge's structural members was
difficult, with major rehabilitation virtually impossible. Retrofit of the
existing structure was rejected in favor of replacement. The replacement
required State Historic Preservation Officer and Advisory Council on
Historic Preservation approval because the existing 1927 westbound main
span and westbound Crockett off-ramp are listed in the National Register of
Historic Places. The replacement opened November 11, 2003, which allowed
the committee to side-step the problem of which Governor to invite to the
opening: Governor Davis or Governor Schwartzenegger. The last date to
certify the election was November 15, 2003.
In mid-March 2006, after nearly 79 years on the job, the 1927 span of the
Carquinez Bridge was retired. This was the Bay Area's first modern steel
bridge, and is the center bridge of the three that carry I-80 traffic over the
Carquinez Strait. It opened May 21, 1927, and was rendered unnecessary with the
opening of the westbound Al Zampa Bridge in 2003. The original span's age
prompted transportation officials to replace it rather than strengthening it
against earthquakes. Crews have begun removing the deck of the 1927 bridge, and
in a couple of weeks will lower part of the span onto barges and ship it to a
nearby yard for final dismantling. The rest of the span will be lowered later,
and the towers and piers are expected to disappear by late 2007. The bridge
cannot be quickly demolished because the new Al Zampa Memorial Bridge sits to
the west of the old bridge, and a 1958 span carrying westbound I-80 traffic
sits to the east, leaving only so much room for crews to maneuver. Furthermore,
workers also must be careful not to drop anything into the waters below, which
serve as a salmon run and natural habitat for delta smelt. Parts of the old
span are listed on the National Register of Historic Places and will be saved.
After the spans have been lowered and removed by barge, attention will turn to
the three towers, with their attached roadways, and the approaches to the
bridge. Crews will install temporary support towers on the Crockett side to
support the bridge approach during the dismantling. Then, using cranes, they'll
remove the three towers and, finally, the approaches. Work is scheduled to be
finished in September 2007. The cost of taking apart the bridge -- essentially
in reverse order of its construction, according to Haus -- will cost an
estimated $18 million, $10 million more than it cost to build.
In February 2010, the toll increased to $5 at all times on the Dumbarton,
San Mateo, Richmond-San Rafael, Carquinez, Benicia-Martinez and Antioch
bridges. In July 2010, the toll will be extended to carpoolers, who will pay
$2.50.
In September 2010, the CTC approved for future consideration of funding a
project in Solano County that will rebuild and relocate the eastbound truck
scales facility, build a four lane bridge across Suisun Creek, and construct
braided ramps from the new truck scales facility to eastbound I-80 and
eastbound Route 12 ramps. The project is programmed in the Trade Corridors
Improvement Fund and the Traffic Congestion Relief Program and includes local
funds. Construction is estimated to begin in Fiscal Year 2011-12. Total
estimated project cost is $100,900,000 for capital and support. The scope as
described for the preferred alternative is consistent with the project scope
set forth in the proposed project baseline agreement. Resources that may be
impacted by the project include; water quality, paleontology, cultural
resources, visual resources hazardous waste, air quality, and noise. Potential
impacts associated with the project can all be mitigated to below significance
through proposed mitigation measures. Because of the sensitivity of the
resources in the project area, a Final Environmental Impact Report was prepared
for the project.
Carquinez to Sacramento
In 2007, the CTC considered a
number of requests for funding from the Corridor Mobility Improvement Account
(CMIA). Two requests were funded: Integrated fwy/local road management near the
Carquinez-Bay Bridge ($55.3M) and construction of HOV lanes from Fairfield
(Route 80/I-680/Route 12 to Putah Creek) ($56.21M). In February 2008, the
latter project was divided into three phases:
Construction of 8.7 mi of HOV lanes in each direction.
Addition of a new roadbed layer across all lanes.
Addition of Ramp Metering.
A request to reconstruct the Route 80/I-680/Route 12 interchange ($93.79M)
was not recommended for funding. In the Sacramento area and points east, Phase
3A of the WB HOV and auxiliary lanes from Eureka to Route 65 ($31.3M) were
recommended for funding. Not recommended for funding were HOV lanes from the
Sacramento River to Longview Dr ($100M) and the Yolo bypass bicycle bridge
($25.3M). In July 2007, the CTC amended the program to fund the Placer Route 80
HOV and Aux lanes project.
680/Route 12 Project" src="maps/080-680-012-project.jpg"
style="float: right" hspace="10" vspace="5">In January 2013, the CTC approved
for future consideration of funding a project in Solano County that will
improve the I-80/I-680/Route 12 Interchange, including the relocation of the
westbound truck scales facility on I-80. For the preferred full-build
alternative, the current total estimated cost for capital and support is
$1,348,400,000. The project is not fully funded and will be developed in
phases. Only Phase One of the full-build alternative is included in the
financially constrained Regional Transportation Plan (RTP). Within Phase One,
the first construction contract's total estimated cost for capital and support
is $100,400,000, which is funded by the 2012 State Transportation Improvement
Program (STIP), the Trade Corridor Improvement Funds (TCIF) and local funding.
The scope of the first construction contract includes the reconstruction of the
I-80/Green Valley Interchange and construction of a two lane westbound I-80 to
westbound Route 12 Connector with a new bridge over the I-80 Green Valley Road
onramp. Construction is estimated to begin in fiscal year 2013-2014. The scope
of the preferred alternative is consistent with the scope of the first
construction contract that is programmed in the 2012 STIP and the TCIF.
In December 2009, the CTC approved for future consideration of funding a
project that will construct ramp metering facilities and roadway improvements
at existing interchange entrance and connector ramps of I-80 from Red Top Road
to Air Base Parkway in the city of Fairfield. The project is programmed in the
Corridor Mobility Improvement Account and includes local funds. Total estimated
project cost is $10,026,000, capital and support. This ramp metering project is
a child project of the parent I-80 HOV Lanes Project (PPNO 8320B). There was no
Notice of Determination filed for this project. Instead, an Addendum to the MND
for the parent project was prepared. The scope as described for the preferred
alternative is consistent with the project scope set forth in the approved
project baseline agreement.
Near I-80 in Vacaville (at the Weber Road interchange) is the former Vaca
Valley Raceway, which is currently abandoned as the SF chapter of the Sports
Car Club of America cannot afford to refurbish it (although they may do so
someday). It existed in the early 1970s near the now-abandoned Vaca-Dixon
Airport.
In September 2003, the CTC considered relinquishment of right of way in the
City of Vacaville (City), at Bella Vista Road, consisting of frontage road.
Sacramento to Placerville
In July 2007, the CTC received
notice of a draft EIR having been prepared for roadway improvements in and near
Sacramento. The alternative under consideration would connect to the existing
bus/carpool lanes that extend east from Watt Avenue to Placer County. It would
add a 12-foot bus/carpool lane in each direction from Watt Avenue to West El
Camino Avenue, add 12-foot eastbound and westbound auxiliary lanes in two
locations, from West El Camino Avenue to I-5 and between Northgate Boulevard
and Norwood Avenue, and install ramp metering and bus/carpool bypass lane
on-ramps at selected interchanges if feasible. However, the project is not
fully funded. The project is currently funded for Project Approval and
Environmental Document and Plans, Specifications and Estimates for $9 million
in Congestion Mitigation Air Quality funding. The total estimated project cost
is $200 million. Construction is estimated to begin in Fiscal Year (FY)
2009-10. These were up for future consideration of funding, the EIR having been
completed, in April 2008.
There are plans for freeway improvements in the area of Citrus Heights and
Rocklin. Alternatives being discussed are in the CTC
Background. The goal is to improve traffic flow between Auburn and Douglas
Blvds in that area.
In 2006, the CTC discussed the scope of work for the I-80
Capacity/Operational Improvements parent project (PPNO 0146D), which includes
the construction of eastbound and westbound HOV and auxiliary lanes from the
Sacramento/Placer County line (PM 0.0) to Route 65 (PM 5.1). The project scope
also includes upgrading the traffic monitoring system through the use of
traffic sensors, closed circuit cameras, and changeable message signs. The
estimate for the total project is currently $193,200,000. In December 2008,
funding was reallocated to redistribute construction contract award savings
realized from a low construction bid. The construction contract award savings
will be used to cover the final expenditure costs of the environmental
clearance and design components on Phase 2.
In January 2012, the CTC approved for future consideration of funding a
project in Placer County that will increase the vertical clearance of nine
bridges on I-80 to meet the vertical clearance bridge height for permit
vehicles. The project limits are approximately 29 miles long, running from
Loomis to the Community of Magra, past Colfax, through Newcastle, and through
Auburn. The project is programmed in the 2010 SHOPP. The total estimated
project cost is $36,045,000 for capital and support. Construction is estimated
to begin in Fiscal Year 2012-13. The scope, as described for the preferred
alternative, is consistent with the project scope programmed by the Commission
in the 2010 SHOPP.
In September 2011, it was reported that Caltrans opened 2.8 miles of new
"peak hour" bus/carpool lanes on I-80 in the Roseville Area. The eastbound and
westbound HOV lanes are open from the Sacramento / Placer County line to just
west of Miner's Ravine east of Douglas Boulevard.
In May 2009, Caltrans advertised a project involving I-80 HOV lanes in
Roseville and Rocklin ($35 million).
In March 2008, right of way in Roseville, on Riverside Avenue between Cirby
Way and I-80 was relinquished.
In August 2011, the CTC approved $8,200,000 in SHOPP funding for repairs
near Rocklin, from 1 mile east of Route 65 Junction to 0.2 mile east of Route
193 Junction, that will rehabilitate 56.4 lane miles of roadway to improve the
ride quality, prevent further deterioration of the traveling surface, minimize
costly roadway repairs and extend the pavement service life.
In August 2011, the CTC approved $7,000,000 in SHOPP funding for repairs
near Sacramento, from Madison Avenue Overcrossing to Placer County Line; also
on Route 244 from Route 80 to Auburn Boulevard, that will rehabilitate 61.2
lane miles of roadway to improve the ride quality, prevent further
deterioration of the traveling surface, minimize costly roadway repairs and
extend the pavement service life.
In October 2011, Caltrans broke ground on a $133 million freeway expansion
project on I-80 through Natomas. Crews will build 10 miles of bus and carpool
lanes on each side of the freeway, and add a one-mile auxiliary lane on the
freeway between West El Camino Avenue ramps and the I-80 interchange with I-5.
The freeway also will be repaved between West El Camino and Watt Avenue.
Caltrans officials said they believe the project will reduce congestion and
delays on the freeway. Officials intend to do most construction work at night
to minimize daytime traffic delays. Project finish date is set for fall 2014.
The project contractors are Bay Cities, Inc. of Concord and C.C. Myers Inc. of
Rancho Cordova.
Placerville to the Nevada State Line
In Farad, there is a yellow warehouse building visible from I-80. This is
the Farad Powerhouse, operated by Sierra Pacific Power Company. There was a dam
on the Truckee River down at Floriston where water was diverted into a wooden
flume that runs along the river between there and Farad. The dam was destroyed
in a 1997 flood. There were plans to replace it.
In November 2002, a new "Truckee Bypass" opened. According to Joe Rouse, the
old Route 89/Route 267 interchange is now Exit 188A, an eastbound off/westbound
on only, signed as "Truckee". The bypass is Exit 188B eastbound, Exit 188
westbound. The onramp to westbound I-80 from the bypass is the only unopened
portion of the project. The old Route 89 and Route 267 into downtown Truckee
are called Donner Pass Rd; old Route 267 from downtown Truckee south to the
bypass is now called Brockway Road.
Joe also reported in August 2002 that the huge West Boca-Boca-Floriston job
east of Truckee is progressing slowly but surely. This project extends from the
Truckee Bypass all the way to Floriston. It involves replacement of 12 bridges
(6 pairs of bridges, 3 across the Truckee River and 3 across local roads) as
well as a realignment of a small segment of I-80 east of the Donner Pass CHP
Inspection Facility. The median portions of the replacement bridges were built
first and those have all been completed and traffic has been switched onto
them. The outside portions of the bridges are now being built. It appears that
the eastbound lanes of the realignment have been paved.
I-80 is the only place
to see California' first attempt at official mile marking, the G61R sign. There
were two versions. The G61R-1 had white 6 inch whole numbers and a white 4 inch
decimal on a green background and no other information. The G61R-2 was
identical to the G61R-1 but it added a white 3 inch county abbreviation at the
top, much like what we see on California postmile markers today. If the mileage
had more than 3 digits, the county abbreviation was to be removed. The G61R-2
was not to be used on Interstate routes. An example of a G61R (see the picture
to the right, courtesy of Jason Elliot of Oregon Roads and Reno Roads) may be seen
along I-80 travelling east towards Reno from Truckee, at about 1—1˝ miles
from the California-Nevada border on the California side, there is one of the
original mile marker signs. This sign has a dark-green background with darkened
text and reads 2080. The numbers on the side are rotated the same
direction and way as modern postmiles. There is/was another along I-80
eastbound in Placer County, between PM 36.0 and 37.0: it reads 1430.
According to Eric Buchanan's Highway Photo Page, there is another one around
mile 155 (probably around PM 48.0 Placer or so) as well as one on Business Route 80 "just
past 99 south."
In October 2006, the CTC considered a resolution to vacate right of way near
I-80 in the town of Truckee, between Truckee Airport Road and the Truckee
River, consisting of highway right of way easement no longer needed for State
highway purposes.
SAFETEA-LU
The SAFETEA-LU act, enacted in August 2005 as the reauthorization of TEA-21,
provided the following expenditures on or near this route:
High Priority Project #592: Reconstruct the interchange for
south-bound traffic entering I-80 from Central Avenue in the City of
Richmond. $3,120,000.
High Priority Project #806: Replace the I-880 overpass at Davis
St. in San Leandro. $600,000.
High Priority Project #1744: Construct I-80 Gilman Street
interchange improvements in Berkeley. $1,200,000.
High Priority Project #1812: Upgrade and reconstruct the
I-80/I-680/Route 12 Interchange, Solano County. $17,480,000.
High Priority Project #2209: Construct I-80 HOV lanes and
interchange in Vallejo. HPP #3796 seems to provide additional
funds.$800,000.
High Priority Project #2399: Improve access to I-80 at Eureka
Road Interchange. $1,600,000.
High Priority Project #3649: Increase capacity on I-80 between
Sacramento/Placer Cty Line and Route 65. This is related to NCI #13,
below.$21,600,000.
High Priority Project #3791: Construct interchange at Harbor
Boulevard/I-80 in West Sacramento. $1,000,000.
High Priority Project #3796: Construct I-80 HOV lanes and
interchange in Vallejo. This seems to be additional funding for HPP #2209.
$2,000,000.
National Corridor Infrastructure (NCI) Improvement Program #13:
Increase capacity on I-80 between Sacramento/Placer City Line and Route 65.
This is related to HPP #3649. $50,000,000.
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The portion of part (2) of I-80 in San Francisco is named the "James Lick
Skyway". James Lick (1796-1876) was a piano and organ maker from
Pennsylvania who financed the observatory atop Mt. Hamilton. He moved to San
Francisco in 1848 and made his fortune in real estate. Named by Assembly
Concurrent Resolution 37, Chapt. 122 in 1951.
The entire route in California has been submitted to be part of the
National Purple Heart Trail. The Military Order of the Purple Heart is
working to establish a national commemorative trail for recipients of the
Purple Heart medal, which honors veterans who were wounded in combat. All
states in the union will designate highways for inclusion in the commemorative
trail, and all of the designated highways will be interconnected to form the
National Purple Heart Trail. Named by Senate Concurrent Resolution 14,
Resolution Chapter 79, July 10, 2001.
The bicycle-pedestrian path on the proposed new span of the San
Francisco-Oakland Bay Bridge (I-80) is named the "Alexander Zuckermann
Bicycle-Pedestrian Path". Named in honor of Alexander Zuckermann, a member
of the Metropolitan Transportation Commission Advisory Council and a founder of
the East Bay Bicycle Coalition and a leader of the Regional Bicycle Advocacy
Coalition, who was a tireless and articulate advocate in the design process to
replace the east span of the San Francisco-Oakland Bay Bridge (collapsed by the
1989 Loma Priata Earthquake). The well-organized and persistent efforts of
Alexander Zuckermann were key factors in the final decision to include a
bicycle-pedestrian path on the southern edge of the eastbound deck of the San
Francisco-Oakland Bay Bridge between Yerba Buena Island and Oakland. Named by
Assembly Concurrent Resolution 39, Chaptered 7/11/2003, Chapter 94.
There is the possibility that the Bay Bridge will be named the Emperor
Norton Bridge. Currently, this effort is at the county level, where the San
Francisco City/County Board of Supervisors voted 8-2 in December 2004 to
recommend the name change. The resolution, if approved by Mayor Gavin Newsom,
next will travel to the Oakland City Council and on to the California
Legislature. The drive to rename the bridge was publicized by Chronicle
cartoonist Phil Frank in his strip "Farley". Norton, who occupied a
10-by-6-foot front room of a Sacramento Street lodging house, would have been a
present-day constituent of Supervisor Aaron Peskin. And so it was Peskin who
picked up Frank's idea, molded it into a resolution and brought it to the Board
of Supervisors. The naming would be in memory of Joshua Abraham
Norton–who hailed from Scotland, and was a businessman who came to San
Francisco by way of South Africa in 1849 to try his luck in the Gold Rush. It
is said that he lost his fortune–and his mental stability–after
making a bum investment in the rice market a few years later. In 1859, he
proclaimed himself Emperor of the United States and, shortly thereafter, the
Protector of Mexico. For the next 20 years, he issued proclamations defending
minorities and championing civil rights, which were reproduced in local
newspapers. He roamed the city accompanied by his dogs, Bummer and Lazarus, and
some eateries honored Norton's own specially printed paper money. In 1872,
Norton ordered "a bridge be built from Oakland Point to Goat (Yerba Buena)
Island and thence to Telegraph Hill." Though his proclamation received little
notice at the time, such a bridge would open in 1936, described by President
Herbert Hoover as "the greatest bridge ever erected by the human race." Another
of Norton's noted proclamations decreed that "Whoever after due and proper
warning shall be heard to utter the abominable word 'Frisco,' which has no
linguistic or other warrant, shall be deemed guilty of a High Misdemeanor." The
penalty: $25.
[Information on Emperor Norton from SFGate.Com,
you can find more information at The Virtual Museum of the City
of San Francisco.]
The portion of I-80 from the San Francisco-Oakland Bay Bridge through
Richmond is named the "East Shore" Freeway. This section of freeway was
named by Senate Concurrent Resolution 99, Chapt. 229 in 1968. It was named
because it runs along the east short of the bay. This was the original name
before the Nimitz name came into use.
The portion of I-80 from the San Francisco-Oakland Bay Bridge through
Alameda County to the Contra Costa County Line is named the "Kent D. Pursel
Memorial Freeway". Mr. Pursel was a Berkeley druggist and councilman. He
was a delegate to the Republican National Convention in 1948. He held a
succession of elected offices until his death on August 15, 1967. This should
not be confused with Charles Purcell who oversaw the construction of the San
Francisco-Oakland Bay Bridge. Named by Senate Concurrent Resolution 99, Chapter
229 in 1968.
The eastbound I-80/Route 37 interchange is named the "Gary L. Hughes
Memorial Interchange". Officer Hughes was a CHP officer killed in the line
of duty by a drunk driver during a traffic stop near the bridge. Named by
Assembly Concurrent Resolution 100, Chapter 124, in 1998.
I-80 from Route 4 to the Carquinez Bridge in Contra Costa County is named
the "Linus F. Claeys" Freeway. Linus F. Claeys, a 1932 graduate of St.
Mary's College in Moraga, was a rancher, businessman, philanthropist and
descendant of California pioneers whose land SR 80 traverses. Two residence
halls at St. Mary's College bear his name. Named by Senate Concurrent
Resolution 85, Chapter 80 in 1990.
The portion of I-80 that passes through Vallejo, from the Carquinez Bridge
to Columbus Parkway, is named the "Jeffrey Lynn Azuar Memorial Highway".
Jeffrey Lynn Azuar was a Vallejo Police Officer who was killed in the line of
duty on April 12, 2000. He was born and raised in Vallejo and served the
community as an officer with the Vallejo Police Department for over 21 years,
serving as a patrol officer, a narcotics officer, a member of the SWAT team, a
member of the Honor Guard, and a K-9 officer. Named by Senate Concurrent
Resolution 85, Chapter 155, on September 20, 2000.
The portion of I-80 between the Solano County line (milepost marker 80 YOL
0.00) and County Road 32A (milepost marker 80 YOL 5.781) in the County of Yolo
is named the "CHP Officer William “Ivan” Casselman Memorial
Highway". It was named in memory of Officer William “Ivan”
Casselman, who was born in 1902 to Anson and Lucy in Ontario, Canada. Officer
“Ivan” Casselman, was killed in the line of duty on August 24,
1935, when his motorcycle struck the back of a truck. Officer Casselman was
well liked and respected in the community. He was admired for his integrity and
approachability. It was named in recognition of Officer Casselman’s
contributions and sacrifice in serving the CHP and the citizens of
California.Named by Assembly Concurrent Resolution 100, Resolution Chapter 109,
on September 4, 2012.
The portion of I-80 W of the intersection with Route 51 (signed as Business
80) in Sacramento is named the "West Sacramento" Freeway. It was named
after the city of West Sacramento. This city originally known as "East Yolo" in
the early parts of the 20th century, later developed into three or four
seperate communities: Bryte and Broderick, accessed by former
Route 16/Route 84; West Sacramento, on West Capitol Avenue, and
Southport, which developed when the Port of Sacramento was built in the
1950s. These communities merged to form an independent city in 1987. Sacramento
refers to the City of Sacramento CA, which is based off of the name of the main
river in the city. The Spanish name, "Holy Sacrament," was applied to the
Feather River in 1808; it was later assumed that the lower Sacramento was the
same stream. In 1817 the two main rivers of the valley were recorded as
Sacramento and San Joaquin rivers, but the course of the former was not
identified with the name until the 1830s. The city was laid out in 1848-1849
and named after the river by John A. Sutter, Jr., and Sam Brannan. The county,
one of the original 27, was named in 1850.
The Rocklin Road interchange on I-80 in Placer County is named the "CHP
Officer Raymond Carpenter Memorial Highway Interchange" This interchange
was named in memory of Raymond Roy Carpenter, born on July 15, 1929, in the
Wolf area of Placer County, between Auburn and Grass Valley. He was born in a
small cabin with no inside plumbing and no electricity. The Carpenter family
moved shortly after his birth to the Sullivan Ranch in Auburn, where Ray's
father was the foreman. Ray learned the ways of a ranch hand, working with
cattle, sheep, and the many different orchards at the ranch. In 1943 the family
moved again to 831 Old Route 5 (now Dairy Road) in Auburn, a house which Ray
later owned and which is owned and resided in by Ray's sister Pearl Burkett.
Ray attended Placer High School and that is where his interest in the military
began. He was a member of the Junior Reserve Officer Training Corps (JROTC).
Ray graduated from Placer High and immediately joined the United States Air
Force, serving as an enlisted man specializing in weather forecast and
analysis. He was stationed in Chanute Air Force Base in Illinois, later in
Virginia during which he changed his career field to security police. His last
post was Elmendorf Air Force Base in Alaska. Alaska was a territory and not a
state at the time, and Ray had the opportunity to be a homesteader, which meant
that he homesteaded a piece of property, building a cabin with his own hands
and living in it. Ray was an avid hunter and fisherman, so this suited his
lifestyle perfectly. Ray served during the Korean War, and his service
qualified him for membership in the Veterans of Foreign Wars (VFW)
organization. Ray was honorably discharged from the United States Air Force as
a Technical Sergeant. Ray joined the Department of the California Highway
Patrol (CHP) soon after his discharge from the United States Air Force. He was
initially assigned to Bakersfield. He transferred to the Truckee area office
and finally made his way to the Auburn office. Ray was soon back at home in the
Auburn area patrolling the roads in his hometown. His widow Pat said that law
enforcement and the CHP suited Ray perfectly, due to his great respect for
authority. Ray's friend and coworker, retired officer Jim Mayhorn, relates that
he and Ray were also very active in the early days of the Civil Air Patrol
Squadron 60 in Auburn. Jim said that Ray was an aircraft observer and would
often go up and assist with search and rescue missions in the area. Other than
his seven-year service in the United States Air Force and the beginning of his
CHP career, Ray lived in the Auburn area his whole life. In the early 1960s,
Ray ran for the State Senate seat for the district that covers Auburn, and
narrowly lost in his bid against the incumbent, Ron Cameron. Ray is described
by all who knew him as the kind of guy who would look to help another out. When
he came across someone less fortunate and in need, he would easily provide the
person a ride, or a burger at the local burger place, or even take the person
home for a couple of days to get the person back on his or her feet. His wife
Pat tells the story of Ray and Ken Lawton. Ray pulled Ken over one Saturday
morning for extremely high speed on eastbound I-80. The young United States
Navy sailor explained, after a short pursuit and being handcuffed at gunpoint,
that he was on a weekend pass and was attempting to go home to Provo, Utah. Ray
explained that even if Ken didn't splatter himself and his motorcycle all over
the Nevada desert and made it all the way home, he would only have 20 minutes
with his family and have to turn around and come back. Ray convinced Ken to
stay. He let Ken sleep on the couch at his house, and took him on a ride along
with the patrol the next day. They became fast friends. Ray was an inspiration
to Ken and after his tour with the United States Navy was over, Ken joined the
Utah Highway Patrol (UHP). Ken retired as a captain with the UHP a few years
ago, and he recounts that one of his prize possessions is Ray's service
revolver, presented to him by Pat after Ray's death. On February 17, 1970, Ray
Carpenter, a California Highway Patrol officer and loyal servant to the State
of California, died after being shot by the driver of a vehicle he had stopped.
Named by Senate Concurrent Resolution (SCR) 50, Resolution Chapter 64, on
8/4/2010.
The portion of this route from Sacramento to Route 65 was historically
called the "Capitol Highway". Capitol refers to the fact that Sacramento
is the Capital of California, and the Capitol is located there.
The portion of I-80 between the Sacramento county line and the Nevada border
is officially named the "Alan S. Hart" Freeway. During his 42 years of
service as an engineer for Caltrans, Alan S. Hart accomplished the
modernization of the Trans Sierra Highway (I-80 over Donner Summit) and the
adoption of 50 miles of freeway on SR 101 through the redwoods of Humboldt
County. Named by Senate Concurrent Resolution No. 102, Chapter 164, in 1986.
The portion of this route between Route 113 in Davis and Route 65 in
Roseville (i.e., the portions originally signed as part of US 99) are
designated as part of "Historic US Highway 99" by Assembly Concurrent
Resolution 19, Chapter 73, in 1993.
The portion of this route that is former US 99 is, in local usage, called
the "East Side Highway". This is because the US 99 routing ran along the
east side of the valley.
The portion of I-80 from Emigrant Gap to Donner Lake was originally named
the "Dutch Flat-Donner Lake Wagon Road". This name was specified by
Resolution Chapter 224 in 1909. It was named by location.
The entire freeway between San Francisco and Nevada is named the "Dwight
D. Eisenhower Highway". Dwight Eisenhower was the 34th President of the
United States, and is believed to be the driving force behind the interstate
system. He died in 1969. For more information, see President Eisenhower's official
biography or visit the Eisenhower Library. Named by the
Federal Highway Administration in 1973.
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