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Research study · San Francisco, 1955–2005

Ghost Freeways

The Embarcadero Freeway and the Central Freeway: where they ran, what they looked like, and how we know.

Explore them in 3Dfull screen, over today's city
RouteI-480 / SR 480
RouteUS-101 (Central)
Bridge no.34-55
Bridge no.34-077
Opened8 Apr 1957 – 1959
Opened1 Mar 1955 / 22 Apr 1959
Demolishedfrom 27 Feb 1991
Demolished1992 · 1996 · 2003
Closed byLoma Prieta earthquake, 17 Oct 1989
Compiled15 Oct 2026 · revised 16 Oct 2026
Render of the 3D model looking south along The Embarcadero from above Broadway: the double-deck freeway curves along the waterfront toward the Ferry Building, in its new 1959 concrete.
RenderThe Embarcadero Freeway rebuilt from the data, looking south from above the Broadway curve toward the Ferry Building, as new in 1959 (before the 1965 Washington/Clay ramps). Today's buildings are drawn see-through.
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Two freeways in the air

CHPW 1954–65 · PP 1552-B

In the late 1950s the state built two double-deck concrete viaducts into San Francisco. Both had southbound traffic on top and northbound below. Both were meant to go further, and both were stopped short by the city's freeway revolt. One earthquake on 17 October 1989 closed them both. Neither came back.

The Embarcadero Freeway (I-480) carried Bay Bridge and Bayshore traffic along the waterfront, past the Ferry Building, to a dead end at Broadway. It was built in three contracts from May 1955 and finished to Broadway in early 1959. It was California's first double-deck freeway, alongside Oakland's Cypress Street Viaduct. Demolition began on 27 February 1991.

The Central Freeway (US-101) left the James Lick Freeway on a 1955 steel viaduct, became a concrete double deck near Market Street, ran up the east side of Octavia Street, and ended at Turk and Gough, a block west of Civic Center. It came down in three stages: north of Fell in 1992, the upper deck in 1996, and the rest in 2003. Octavia Boulevard opened on its land in 2005.

This page collects the project's research into one place. It is built from period engineering drawings, the state highway magazine, old topographic maps, parcel lines and lidar, and it is checked against ten period photographs. Every figure below is drawn from the project's route and structure data.

Embarcadero double deck1.2 miHoward St → Broadway; 1.5 mi total (CHPW 1960)
Modelled mainline2.19 kmI-80 gore → north stub at Broadway
Embarcadero roadways11.0 / 18.5 mlower / upper above the street
Central second unit1.4 miSouth Van Ness → Turk, $7,803,948
Central roadways at Grove7.9 / 15.5 mlower / upper above the street
Box girder depth1.37 m4′-6″, both freeways
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Explore it in 3D

INTERACTIVE MODEL · TODAY'S CITY

Both freeways are rebuilt from the same route and structure data as the drawings below, standing over a model of today's city: USGS terrain, today's street map and see-through OpenStreetMap buildings. Drag to move, pinch or scroll to zoom, and twist or right-drag to turn. Switch between 1959, new and pale, and 1989, weathered, as the earthquake found them. Every map and photo comparison on this page has a See in 3D button that takes the model to the same spot.

1959: brand-new, pale concrete · 1989: streaked grey concrete, ivy, and the 1965 Washington/Clay ramps Open full screen ↗
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Timeline

1954 → 2013
← scroll →
19551960196519701975198019851990199520002005EMBARCADEROI-480 · Br. 34-55CENTRALUS-101 · Br. 34-077north of Fell: closed 1989, down 19921955 steel section, Mission St to US-101 — still standingLOMA PRIETA · 17 OCT 1989demolition from 27 Feb 19911997–2003 lower deck only, NB to FellOctavia Blvd 2005first unit 8 Apr 1957
Fig. 1Service life. Solid green: in service with both decks. Pale green on the Embarcadero: first unit only (1957–59). On the Central, pale green: Mission–Fell after the quake; amber: lower deck only, northbound to Fell. Dashed: under construction. Grey: closed, awaiting demolition.
  1. E
    CHPW describes the planned route: "an eight-lane divided highway, the division is in a vertical plane rather than a horizontal".CHPW Mar–Apr 1954, pp. 14–15
  2. C
    Central first unit opens: an elevated six-lane steel viaduct from the James Lick (Bayshore) Freeway to Mission St / South Van Ness. It is still standing.CHPW Mar–Apr 1959 p. 10; Wikipedia
  3. E
    Embarcadero construction begins (Unit 1: MacDonald, Young & Nelson / Morrison-Knudsen).CHPW May–Jun 1957
  4. E
    Embarcadero first unit opens, from the Skyway to Mission St with ramps at Main and Beale. The ribbon is cut at Beale and Mission.CHPW May–Jun 1957, pp. 45, 63
  5. C
    Peter Kiewit Sons start the Central second unit, a two-level concrete viaduct over Market St to Turk St.CHPW May–Jun 1959, pp. 40–41
  6. SF
    Board of Supervisors Res. 45-59 drops most of the planned SF freeways: the freeway revolt.Wikipedia; preservenet
  7. E
    Embarcadero extension to Broadway finished in March 1959. Wikipedia gives the opening as 5 Feb 1959.CHPW Mar–Apr 1960; Wikipedia
  8. C
    Central second unit completed: South Van Ness to Turk St, 1.4 mi, $7,803,948.CHPW May–Jun 1959
  9. E
    Traffic is light, so part of the Embarcadero upper deck becomes a fenced sightseeing "vista area" with 60 parking spaces, reached from the Broadway on-ramp.CHPW Mar–Apr 1961
  10. E
    Clay and Washington St ramps built by Stolte Inc. for $1.42M to serve the Golden Gateway redevelopment.CHPW May–Jun 1964, May–Jun 1965
  11. E+C
    Cable restrainers added: 1974 on the Central (hinges), 1985 on the Embarcadero (pinned column-to-cap joints). Neither freeway got column jackets.PP 1552-B
  12. E
    Voters reject removing the Embarcadero Freeway.project research notes
  13. E+C
    Loma Prieta. Embarcadero lower columns and caps crack from Bent 75 to Bent 88, and Bents 75–83 are shored with timber. On the Central, columns crack at Bents 42–49, north of Oak/Fell, and the northern part closes.USGS PP 1552-B
  14. E
    Embarcadero demolition begins. The Terminal Separation south of Bent 56 is kept as I-80 ramps.Wikipedia; cahighways.org
  15. C
    Central north of Fell, with the Franklin and Gough ramps, is demolished. The Board bans new freeways north of Market.Wikipedia; Hoodline; SFCTA SAR 04-1
  16. C
    Mission–Fell closes. The upper deck and the Oak St on-ramp are removed by 15 Nov 1996.FoundSF; PP 1552-B; SFCTA
  17. C
    The lower deck reopens northbound-only to the Fell St off-ramp. Then three ballots: Prop H (1997), Prop E (1998) and Prop I (1999) settle on a boulevard.FoundSF; Hoodline; SFCTA; FHWA
  18. C
    Mission St–Fell St structure demolished.SFCTA SAR 04-1
  19. E
    The I-80 Fremont/Folsom exit, the last surviving piece of the Embarcadero system, goes with the Bay Bridge West Approach rebuild.AARoads
  20. C
    Octavia Boulevard opens, with a new touchdown ramp from Mission to Market on the old right-of-way.Wikipedia; Streetsblog 2011
  21. C
    The former ramp block at Oak/Fell/Laguna/Octavia (Parcels O and P) becomes Hayes Valley Farm.Wikipedia
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Embarcadero Freeway

I-480 · BR. 34-55 · BENTS 56–121

Coming off the Bay Bridge approach at Rincon Hill, the freeway crossed Folsom, ran northeast parallel to it past the old Transbay Terminal, and then curved north onto The Embarcadero between Folsom and Howard. From there it ran straight up the waterfront, across the foot of Market, past the Ferry Building and on to Broadway. At Broadway a double-deck ramp turned west toward Battery and Sansome, and a short stub pointed north toward a Golden Gate extension that was never built.

To place it today: north of Mission St, the Muni E/F streetcar tracks in The Embarcadero median run under the old deck, within about 8 m of its centerline. If you stand on the F-line platform opposite the Ferry Building, you are under where the double deck was.

← scroll →
Bay Bridge (I-80 WB) to Embarcadero Fwy NBEmbarcadero Fwy NB exit to Main St at MissionEmbarcadero Fwy NB exit to Washington StEmbarcadero Fwy NB exit to Broadway / Battery St (lower deck of double-deck Broadway ramp)Sansome St / Broadway entrance to Embarcadero Fwy SB (upper deck of double-deck Broadway ramp)Clay St entrance to Embarcadero Fwy SBBeale St entrance (at Mission) to Embarcadero Fwy SBEmbarcadero Fwy SB to Bay Bridge (I-80 EB)Embarcadero Fwy NB (lower) - connector from I-80 EB (James Lick Fwy) near 3rd StEmbarcadero Fwy NB (lower) - Terminal Separation, Harrison to Folsom/BealeEmbarcadero Fwy NB (lower) - Folsom/Beale curve to the Embarcadero, past Howard to MarketEmbarcadero Fwy NB (lower) - Market St / Ferry Building to Washington StEmbarcadero Fwy NB (lower) - Washington St to BroadwayEmbarcadero Fwy NB (lower) - northern stub end at BroadwayEmbarcadero Fwy (lower) - southern stub (SE line) from Howard StEmbarcadero Fwy SB (upper) - northern stub end at BroadwayEmbarcadero Fwy SB (upper) - Broadway to Washington StEmbarcadero Fwy SB (upper) - Washington St to Market St / Ferry BuildingEmbarcadero Fwy (upper) - southern stub (SE line) to Howard StEmbarcadero Fwy SB (upper) - Market St to Howard, curve to Folsom/BealeEmbarcadero Fwy SB (upper) - Terminal Separation, Folsom/Beale to HarrisonEmbarcadero Fwy SB (upper) - connector to I-80 WB (James Lick Fwy / US 101 S) near 3rd StTHE EMBARCADEROBROADWAYWASHINGTON STCLAY STMISSION STHOWARD STFOLSOM STHARRISON STMAIN STBEALE STBATTERY STSANSOME STFRONT STDAVIS STDRUMM STFREMONT ST1ST ST2ND STSPEAR STESSEX STFerry Buildingcenterline ≈40 m away,deck edge ≈31 mM · Market St crossingtwin boxes split hereSouth stub (SE line)ended just south of Howard;never carried trafficJ3 · Washington / Clayramps built 1963–65JB · Bent 106, Broadway36 m dead-end stub northAbut B121 · Sansomeupper-deck ramp startAbut B117 · Batterylower deck landsJ2 · Bent 56, Main/Bealefirst unit opened8 Apr 1957S1 · Rincon Hillmeets I-80 / Bay Bridgeapproach (±10–15 m)N0400 m1 px = 2.4 m at full size
upper · SBlower · NBsingle levelrampstoday's streets
See the whole line in 3Dfrom Telegraph Hill, looking down the waterfront
Fig. 2Plan over today's OSM street centerlines, drawn at true curb-to-curb width. The freeway is drawn at its deck width. Where the decks are stacked, the green upper deck is drawn narrower on top of the amber lower deck. The dashed box is the Ferry Building.

Landmarks along the line

  • S1 · Rincon Hill / I-80 junctionThe I-80 and Bay Bridge connectors merged near Harrison, west of Essex. The parallel structures merge into one map symbol here, so the position is only good to ±10–15 m. medium confidence
  • J2 · Bent 56, Main & BealeThis is where the first unit opened on 8 Apr 1957. A NB exit dropped to Main at Mission and a SB entrance rose from Beale. medium
  • South stub (SE line)A second box ran from the Market junction to just south of Howard. It was built for a planned Southern Embarcadero / I-280 link and never carried traffic. medium
  • M · Market StThe twin boxes became one wide deck here and crossed the foot of Market. high
    See in 3D
  • Ferry Building, about Bent 87Centerline about 40 m from the building's west face (39.8 m on the as-built plan, PP 1552-B Fig. 103), deck edge about 31 m. Steel H-piles up to 225 ft long were driven toward bedrock about 250 ft below. high
    See in 3D
  • J3 · Washington / Clay rampsAdded in 1965. The 1973 topo lands them between Davis and Drumm, beside today's Embarcadero Center. CHPW and cahighways say Front St instead. medium
    See in 3D
  • JB · Bent 106, BroadwayThe mainline ended in a dead-end stub pointing north. The double-deck ramp ran along the north side of Broadway: the lower deck landed at Abut B117 just east of Battery, the upper deck started at Abut B121 just east of Sansome. high
    See in 3D

Profile roadway & ground, south → north

← scroll →
0102030400 km2505007501 km1250150017502 kmelevation, m NAVD882ndHarrisonEssexFolsom1stFremontBealeMainSpearHowardMissionWashingtonBroadwayFerry BuildingBroadway endS1 · Rincon Hillhorizontal 1 : 2778 at full size · vertical exaggeration ×8 · band = 1.37 m box girder
Fig. 3Elevation along the mainline from the I-80 gore near 3rd St to the Broadway stub. The ground (shaded) is USGS 3DEP elevation. The amber band is the lower NB deck and the green band is the upper SB deck, each drawn 1.37 m deep. Dashed ticks mark cross streets. Along the waterfront the decks hold about 11 m and 18.5 m above a nearly flat Embarcadero. At the south end they ride over Rincon Hill and tie into today's I-80 deck at lidar-measured heights. Heights there follow the modern ground, which was regraded, so treat them as approximate.

Why so tall? The lower deck sat about 11 m above the street, higher than on the sister Cypress Viaduct in Oakland, because the State Belt Railroad ran beneath it. With a 7.5 m deck-to-deck spacing, the upper roadway was about 18.5 m up and its railing about 20 m (66 ft). That fits the popular "70 feet high" figure.

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Central Freeway

US-101 · BR. 34-077 · 13,994 FT

The Central left US-101 at the 13th St / Division interchange on the 1955 steel viaduct, which still stands. West of South Van Ness it became a single-level concrete viaduct, stacked into two decks just before Market and crossed Market on one long prestressed span. North of Market it ran over the lots on the east side of old Octavia Street. At Laguna a NB exit dropped to Fell and a SB entrance rose from Oak. Just north of Fell it swung NNE on a diagonal across Hayes, Grove, Fulton and McAllister. Near Golden Gate it split: the upper deck went down to a SB on-ramp at Turk and Gough, and the lower deck went down to a NB off-ramp at Franklin and Golden Gate.

To place it today: the double deck's 110-ft right-of-way was the strip just east of old Octavia St. That strip is now the east half of Octavia Boulevard and the "Central Freeway parcels", such as Parcel T at 188 Octavia. North of Fell, diagonal lot lines in today's parcel map still trace its path.

Render of the 3D model looking north-east over Hayes Valley: the Fell and Oak ramps drop to Laguna in front, and the double-deck Central Freeway runs on north of Fell, cutting diagonally across the blocks.
RenderLooking north-east over Hayes Valley. In front, the Fell St exit and the Oak St entrance meet the street at Laguna. North of Fell the double deck cut diagonally across the blocks toward its terminus near Turk and Gough.
← scroll →
Central Fwy NB (extant): US-101 junction to 9th St exitCentral Fwy NB (extant): 9th St exit to Mission St exitCentral Fwy NB exit to 9th St (extant)Central Fwy NB exit to Mission St / South Van Ness (extant)Central Fwy SB entrance from South Van Ness / Mission (extant)Central Fwy SB (extant): Mission St to US-101/I-80 splitCentral Fwy SB to US-101 SB / James Lick Fwy (extant)Central Fwy SB to I-80 EB / Bay Bridge (extant)Central Fwy NB (1959, demolished 2003): Mission St to transitionCentral Fwy SB (1959, demolished 2003): transition to Mission StCentral Fwy NB exit to Fell St at LagunaCentral Fwy NB exit to Franklin St & Golden Gate AveCentral Fwy SB entrance from Turk St & Gough StCentral Fwy SB entrance from Oak St at LagunaCentral Fwy NB (1959): transition to lower deck before Market StCentral Fwy NB lower deck: Market St to Fell St exitCentral Fwy NB lower deck: Fell St to Golden Gate Ave (removed 1992)Central Fwy SB upper deck: Golden Gate Ave to Oak St entrance (removed 1992)Central Fwy SB upper deck: Oak St entrance to Market StCentral Fwy SB (1959): upper deck over Market St to transitionMARKET STOCTAVIA STFELL STOAK STHAYES STGROVE STFULTON STMCALLISTER STGOLDEN GATE AVETURK STGOUGH STFRANKLIN STLAGUNA STMISSION STSOUTH VAN NESS AVEVALENCIA STHAIGHT STPAGE ST13TH STDUBOCE AVE9TH ST10TH STBRYANT STDIVISION STMission St junctioneast of here still standsSpan 21 · Market Stone long prestressed spanOctavia corridor110-ft strip east of oldOctavia St (parcels)Fell & LagunaNB exitOak & LagunaSB entranceNorth of Felldiagonal lot lines remain;removed 1992Turk & GoughSB on-ramp terminusFranklin & Golden GateNB off-rampCity Hall(for orientation)N0400 m1 px = 2.8 m at full size
upper · SBlower · NBsingle level (1959)still standingramps
See the Market St crossing in 3Dfrom Market near Octavia, looking east
Fig. 4Plan over today's streets, same conventions as Fig. 2. Octavia Boulevard was built on the freeway's land, so it is left out of the street layer. The dashed square marks City Hall.

Landmarks along the line

  • Mission St junctionToday's freeway ends here. East of it, the 1955 steel plate-girder section still carries US-101 traffic. West of it, the 1959 concrete viaduct came down in 2003, and a 2005 touchdown ramp now uses the same right-of-way. high
  • Span 21 over Market StOne long prestressed span with heavy bents on the sidewalks. The model treats it as a 45.5 m clear span. Where the single deck became a stack, south of Market, is the least certain part of the alignment. medium / low
    See in 3D
  • Octavia parcelsToday's Octavia Blvd right-of-way is 133 ft wide. Old Octavia St was 68.75 ft. The freeway strip was the 110 ft east of it, centered about 19 m east of today's boulevard axis. medium
  • Fell & Oak ramps at LagunaThe NB exit left from the lower deck's left side and landed at Fell & Laguna. The SB entrance rose from Oak & Laguna. CHPW 1959: "One block of Laguna Street between Oak and Fell Streets has been made one-way". medium
  • North of Fell → Turk / GoughThe decks stayed stacked to a split just south of Golden Gate Ave. The 1973 topo, the parcels and photo wnp28.2776 all agree on this. Both terminus ramps were graded down to the street at no more than 2%. medium; terminus ramps low
    See in 3D

Profile roadway & ground, US-101 → Turk St

← scroll →
STILL STANDING (1955 steel)0102030400 km2505007501 km1250150017502 km2250250027503 kmelevation, m NAVD8810thBryantHarrisonFolsomS Van Ness AveMissionValenciaMarketHaightPageOakFellHayesGroveFultonMcAllisterFell/Oak rampssplit to Turk / Franklinhorizontal 1 : 3333 at full size · vertical exaggeration ×8 · band = 1.37 m box girder
Fig. 5Elevation from the US-101 junction to the split near Golden Gate Ave, at the same vertical exaggeration as Fig. 3. The shaded block on the left is the extant 1955 steel section, with heights from lidar. Past Mission the single-level 1959 viaduct (grey) rises toward Market. The decks then stack about 7.9 m and 15.5 m above a ground that climbs about 20 m over the Haight St hump, and grade down north of Grove.

Which way on top? This project first assumed the Central's upper deck carried northbound traffic. The primary source says otherwise: "Southbound traffic uses the top level while northbound traffic travels on the lower level" (CHPW May–June 1959, p. 41). Later events agree. When the upper deck came off in 1996, the remaining deck carried only northbound traffic, and the SB Oak St on-ramp went with the upper deck.

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Architecture

AS-BUILT BENTS · PP 1552-B FIGS. 107–113, 137–141

Both freeways used the same structural system, described by the district construction engineer in 1957: "a continuous reinforced concrete box girder viaduct, of repeating 80-foot span, supported by reinforced concrete bents on steel piles." Each bent is a two-storey portal frame. The lower cap is reinforced concrete with fixed column joints. The upper cap is post-tensioned and pinned onto its columns. The columns are plain rectangular prisms in board-formed concrete, with no capitals or flares. From below, the soffit reads as a flat, smooth slab bounded by the cap beams.

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EMBARCADERO VIADUCT · BR. 34-55typical two-column outrigger bent, looking northUPPER · SB · 4 LANESLOWER · NB · 4 LANES11.0 m · 36 ft7.50 m · 24.6 ft4.75 m16.77 m out-to-out · 52-ft (15.85 m) clear roadwayupper cap 2.74 m(9′-0″) prestressed,pinned to columnslower cap 2.29 m(7′-6″) RC, fixedcolumn 1.52 m (5′)upper shaft 1.22 m (4′)outside the deck edgebox girder 1.37 m(4′-6″), multi-cellsteel H-piles, up to225 ft longState Belt RRran beneathCENTRAL VIADUCT · BR. 34-077typical two-column bent near Grove St, looking northUPPER · SB · 2 LANESLOWER · NB · 2 LANES7.9 m · 26 ft7.62 m · 25.0 ft4.88 m13.11 m out-to-out · 40-ft (12.19 m) clearupper cap 2.74 m (9′-0″)prestressedlower cap 2.29 m (7′-6″)lower cols 1.52 × 1.22 m(5′ × 4′); upper 1.22 msquare, flush with deck edge12-ft lanes,8-ft shoulders05 mboth sections at the same scale · figure = 1.75 m person
Fig. 6Typical bents, drawn to the same scale from the project's structure data. Dimensions in amber. Deck-to-deck spacing and box depth are dimensioned on the as-builts (high confidence). Heights above street are derived for Embarcadero Bents 77–78 and Central at Grove St. Slab and web thicknesses and the Embarcadero column depth are borrowed from the Cypress Viaduct. On the Embarcadero the columns stood outside the deck edge (outrigger bents). On the Central their outer faces were flush with it. Wider bents occurred where ramps merged: Embarcadero Bent 78 had columns 73′-9″ c/c under a box about 70 ft wide, and Central Bents 43–45 had three lower columns under a box about 71 ft wide.
← scroll →
BROADWAY RAMPS · STAGGERED DOUBLE DECKbetween Davis and Front, looking west · reconstructed from photo wnp72.15971south halfopen to skyUPPER · SANSOME ON (SB)LOWER ·BROADWAY OFF (NB)7.5 m4.5 m northone tall column on thenorth edge onlyN →
Fig. 7The Broadway ramps were a staggered double deck, not a stack. In a Nov 1989 photo taken from the lower deck between Davis and Front, the upper deck's soffit sits about 3–5 m north. Tall single columns stand only on the north edge, and the south half of the lower deck is open to the sky. Widths and offset are to scale; heights are as at the mainline. low confidence

Deck furniture

Rail. A low concrete parapet about 0.5 m high carried short flared concrete posts at about 2.1 m spacing, topped by a single metal tube at about 0.88 m. This is the 1950s Division of Highways bridge rail. Its outer face was flush with the box fascia, so each deck read as one continuous grey band roughly 2 m tall. That band is the dominant line in every street-level photo.

Light standards. 1959 photos at the Main St ramp show tapered steel poles 9–10.5 m tall, with an upswept davit arm and a teardrop mercury-vapour luminaire. But the photo check found no deck-top poles in 7 of 10 views, on the Central and on the Embarcadero north of Market. Poles appear only south of Market. How the lower deck was lit is undocumented.

Signs. Overhead signs hung on steel lattice truss bridges. The Central drawings show an anchor pedestal "for future sign bridge" on the Bent 48 cap. Panels were green porcelain enamel with white reflective button copy in Highway Gothic. White-on-green guide signs were approved nationally in January 1958, in time for the 1959 openings.

Pavement. In 1959 the decks were pale bare concrete with painted white skip lines and no edge lines. By 1989 the lane lines were rows of small raised white markers (Botts' dots) instead of paint, with a solid white right edge line, on a darker asphalt surface.

Finishes sampled from colour slides, 1959–1991

Concrete, new (1959)#C9C6BE
Concrete, weathered (1970s–80s)#9A978F
Rain streaks from drains & joints#5E5B55
Soffit / underside#8E8C86
Deck, bare PCC (1959)#B8B5AD
Deck, AC surface (1989, unverified)#3E3E3C
Tube rail metal#A7A9A6
Sign green, porcelain enamel#1F5A3A
Ivy on Embarcadero columns (1980s)#3F5A2E

The swatches show the data's literal colours and do not change with the page theme. By the 1980s many Embarcadero columns were covered in ivy (PP 1552-B Table 16: "obscured by ivy"), and bent numbers were painted on column faces (a 1991 photo shows "95").

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Then & now

10 VIEWPOINTS · POSED FROM PERIOD PHOTOS

For each of ten period photographs, camera position, heading and field of view were solved from landmarks at known bearings: the Ferry Building tower, Coit Tower, the Transamerica Pyramid and the City Hall dome. The 3D model then rendered the same view. The photos belong to their archives, so they are linked, not reproduced: open each one next to our render. Heights were checked as ratios at a bent, using the 7.5–7.6 m deck-to-deck spacing as the scale. They agree within about 1 m at four sites. The renders come from the current model, the same one as in the explorer above: See in 3D puts you at the photographer's position to look around.

Render from the Ferry Building tower looking northwest along the double deck
JUL 1958 · EMBARCADEROpose medium

From the Ferry Building tower, NW up The Embarcadero

Under construction. The far end and the Broadway curve fall within about ±5 m. The bent rhythm matches. Near Washington St the 1958 deck looks wider than modelled, which is unresolved.

Render from Telegraph Hill looking southeast over the waterfront and the Broadway curve
C. 1960 · EMBARCADEROpose medium

From Telegraph Hill, SE to the Bay Bridge

The Broadway curve and the run down the waterfront land within 1–2% of the frame. The new concrete reads bright, almost white, as in the photo.

Render looking up at both decks at the foot of Market Street
1963 · EMBARCADEROpose low

Under the double deck at the foot of Market

Same structural vocabulary: continuous columns outside the deck edges, flat board-formed soffit, fascia band with tube rail, and one tall pole on the upper deck.

Render along the double deck from The Embarcadero at Clay Street
12 OCT 1960 · EMBARCADEROpose medium

The Embarcadero at Clay, north along the deck

Height check: the photo gives about 10.2 / 17.7 m against the model's 11.0 / 18.5 m. The photo shows no light poles along about 300 m of upper deck. The photo predates the Clay and Washington ramps, which opened in 1965.

Render of the north stub end and the Broadway ramp from The Embarcadero
C. 1965 · EMBARCADEROpose medium

Broadway: the freeway's end and the off-ramp

The guessed 36 m stub length is right to within about one span. The stub ends are clean and square, and the ramp stands on tall single columns at its outside edge.

Render from the upper deck at Broadway looking toward Telegraph Hill
JUN 1964 · EMBARCADEROpose low

From the upper deck at Broadway, W toward Telegraph Hill

Not reproduced. The photo shows a double-deck arc sweeping through about 90° only 100–150 m away. No pose tried reproduces it. This is still an open question.

Render on the lower deck of the Broadway ramp under the offset upper deck
NOV 1989 · EMBARCADEROpose medium

On the Broadway ramp after the quake, W to the Pyramid

Raised lane markers and a descending lower deck. The upper deck is offset north on one-sided columns, leaving the south half open to the sky. This photo is the source of the stagger in Fig. 7.

Render looking down Market Street at the Central Freeway crossing
1 MAY 1970 · CENTRALpose medium

Market near Octavia, east to the crossing

Both decks cross where the model has them. The photo shows one long clear span over Market (Span 21) with massive bents on the sidewalks, and the model now matches it.

Telephoto render along Fulton Street to the double deck and City Hall
C. 1963 · CENTRALpose medium

Fulton near Gough, east to the deck and City Hall

A telephoto view, about 12° vertical field of view. The photo gives about 7.2 / 14.8 m above Fulton against the model's 6.9 / 14.4 m, which confirms the grading down north of Grove.

Render looking southwest under the Central Freeway crossing of Market
1970S · CENTRALpose medium

Market near Valencia, SW under the crossing

The deck rails land within about 1 m at 75 m. The crossing angle and the Market St vanishing point match. The photo has fewer, slimmer supports than the render.

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How we know

SOURCES · METHODS · CONFIDENCE

No single source gives the whole picture. The alignment comes from a 1973 topographic map registered to today's streets. The structure comes from as-built drawings reproduced in a 1998 earthquake report. The words, dates and deck directions come from the state highway magazine. Parcels, lidar and photographs check all three.

SourceWhat it gave usConfidence
USGS Professional Paper 1552-B (Yashinsky 1998), Loma Prieta: Highway SystemsCaltrans as-built plans, elevations and bent sections for the Embarcadero Viaduct (Br 34-55, Bents 56–121) and the Central Viaduct (Br 34-077). Bent elevations give deck-to-deck spacing of 7.50 / 7.62 m, box depth, cap and column sizes, Span 21, the Broadway B-line abutments, retrofit history and damage tables.high
California Highways and Public Works (CHPW), 1954–65Route descriptions, contracts, costs, opening dates, lanes, 52-ft roadway, the upper SB / lower NB assignment on both freeways, ramp lists, H-piles up to 225 ft.high
USGS 1:24,000 SF North quad, 1956, photorevised 1968 & 1973The primary horizontal trace. The purple freeway symbol was colour-masked and snapped to centerlines, after a local, block-by-block registration to OSM streets: the sheet draws streets about 9–13 m east/south-east of true along the Embarcadero (corrected block by block; Pier 1–5 bulkheads then agree within 1 m) and 8 m E / 11 m S on the Central.±5 m waterfront
±5–10 m Rincon Hill
DataSF parcels (active & retired)The Central's 110-ft right-of-way east of old Octavia St, and the diagonal lot lines north of Fell that confirm the stacked decks and the ~4 m westward correction.medium
USGS 3DEP lidar (CA_SanFrancisco_1_B23)Ground elevations along both routes, plus the deck heights of surviving structures: the 1955 Central steel section and the I-80 decks where the Embarcadero tied in at Rincon Hill.high
OpenStreetMapPresent-day control: the street centerlines in these maps, the Muni E/F tracks (within about 8 m of the old centerline), the Ferry Building footprint, and today's touchdown ramp on the Central's old right-of-way.high
Period photos: OpenSFHistory, SF Memory, SFSU DIVALook and finish: rails, poles, signs, concrete tone, ivy. Ten posed comparisons cover heights, bent placement, the Broadway stagger and the Fulton check.medium per pose
NISTIR 4857 & Cypress load-test reportSister-structure details not dimensioned in the SF drawings: slab and web thickness, overhang, column depth. Also used only as a sanity check on photo heights.borrowed
Secondary: Wikipedia, cahighways.org, AARoads, FoundSF, Hoodline, SFCTA SAR 04-1, FHWAExit lists, dates of the removal politics, "70 feet high and 52 feet wide", and the 1996–2005 Central sequence.cross-checked
Embarcadero, Market → BroadwayHightopo + as-built bearings agree within ~2°
Embarcadero, south interchangeMediumparallel structures merge on the topo
Central, Market → Fell stackMediumparcels & topo within ~5 m; heights ±1.5 m
Central, single→double transitionLowwhere stacking began is unknown
SHEET 9 / 10

Open questions

WANTED: FULL CALTRANS AS-BUILT SETS
  1. The Rincon Hill interchange. PP 1552-B Fig. 101 shows two parallel double-deck lines, "E" and "FO", plus a ramp "BFO" starting at grade. These could not be decoded. Where the model's stacked connector crosses today's I-80 deck near 2nd St, the lower roadway would sit 1.65 m below the I-80 surface, so the alignment or the masking there is wrong.
  2. The 1964 Broadway arc. Photo sfm008-00275 shows a double-deck arc no modelled structure explains. Either the photo's position or date is different, or the B-line curved much more tightly than the 1973 topo shows.
  3. Washington/Clay touchdowns. The 1973 topo lands them between Davis and Drumm. CHPW and cahighways describe a connection to Front St.
  4. Main vs Beale direction. The exit list and today's one-way streets give Main as NB off and Beale as SB on. A 1959 slide caption speaks of "the Main Street on ramp toward the Bay Bridge", which may be a caption error or the 1957–59 layout.
  5. Where the Central stacked. Between South Van Ness and Market, and whether the lower deck was offset anywhere, especially over Market. The Br 34-077 sheets for Bents 1–28 would answer it.
  6. Three lanes or two? CHPW Mar–Apr 1959 mentions "three upper-level lanes" SB, while CHPW May–Jun 1959 says two lanes each way over most of the section.
  7. Lighting. Light-pole spacing and how the lower decks were lit are undocumented. The 1958 Washington St deck also looks wider in the photo than modelled.
  8. Terminus ramps at Franklin/Golden Gate and Turk/Gough: their exact geometry, and which way the one-block Laguna St ran between Oak and Fell.
SHEET 10 / 10

Credits

DATA · PHOTOGRAPHS · LICENCES

Period photographs

The ten comparison photographs belong to OpenSFHistory / Western Neighborhoods Project (wnp numbers) and SF Memory (sfm numbers). They are linked from each comparison, not reproduced here. Please see the archives for terms of use.

Caltrans and USGS sources

Structural dimensions come from Caltrans as-built plans for Bridges 34-55 and 34-077, as reproduced in USGS Professional Paper 1552-B (Yashinsky 1998). Route history, dates and quotations come from California Highways and Public Works, the magazine of the California Division of Highways (now Caltrans), 1954–65.

The alignment is traced from the USGS 1:24,000 San Francisco North quadrangle (1956, photorevised 1968 and 1973).

Maps and the 3D model

Street centerlines, buildings and today's freeways: © OpenStreetMap contributors, under the Open Database Licence (ODbL 1.0). The derived data in the model stays under the ODbL.

Street-map imagery in the model: rendered from OpenFreeMap vector tiles, © OpenMapTiles, with a style adapted from OpenFreeMap Liberty.

Terrain and ground heights: USGS 3D Elevation Program (3DEP) bare-earth elevation and lidar (CA_SanFrancisco_1_B23), public domain.

Parcel lines: City and County of San Francisco, DataSF.

This page

Maps, profiles and sections are drawn from the project's route and structure data. Renders and the explorer are the project's own 3D model, built with three.js. Type: Overpass and Public Sans (SIL Open Font License), via Google Fonts.

Secondary sources (Wikipedia, cahighways.org, AARoads, FoundSF, Hoodline, SFCTA, FHWA) are cited where they are used.