Sea Wall Construction
Del Mar Sea Wall
Del Mar, California
A 130-foot cantilevered sheet pile seawall with reinforced concrete encapsulation protecting two oceanfront properties in Del Mar.
View Case Study › [{"src":"/baldwin/projects/del-mar-sea-wall/seawall-02.jpg","alt":"Del Mar Sea Wall","caption":"Del Mar Sea Wall"},{"src":"/baldwin/projects/del-mar-sea-wall/seawall-01.jpg","alt":"Del Mar seawall construction","caption":"Concrete cap and encapsulation taking shape along the Del Mar beachfront."},{"src":"/baldwin/projects/del-mar-sea-wall/seawall-03.jpg","alt":"Del Mar seawall sheet pile installation","caption":"PZ 35 sheet piles staged on the beach near the 17th Street Lifeguard Station."},{"src":"/baldwin/projects/del-mar-sea-wall/seawall-04.jpg","alt":"Del Mar seawall construction detail","caption":"Driven PZ 35 sheet piles in line with the lifeguard station and oceanfront properties beyond."},{"src":"/baldwin/projects/del-mar-sea-wall/seawall-05.jpg","alt":"Del Mar seawall site conditions","caption":"Close-up of PZ 35 sheet pile interlocks with rebar dowels for concrete attachment."},{"src":"/baldwin/projects/del-mar-sea-wall/seawall-06.jpg","alt":"Del Mar seawall reinforcement","caption":"ABI pile driving rig installing sheet piles adjacent to an oceanfront property."}]
Slope Stabilization
Camden Crown Valley Slope Repair
Mission Viejo, California
Slope stabilization repair at the Camden Crown Valley apartments, using cast-in-drilled-hole piles and post-tensioned tiebacks to stabilize roughly 900 linear feet of slope along La Alameda.
View Case Study › [{"src":"/baldwin/projects/camden-crown-valley/slope-overview.jpg","alt":"Camden Crown Valley Slope Repair","caption":"Camden Crown Valley Slope Repair"},{"src":"/baldwin/projects/camden-crown-valley/slope-from-roadway.jpg","alt":"Crane lowering a CIDH pile rebar cage at the Camden Crown Valley slope repair","caption":"Crane setting a CIDH pile rebar cage along the work corridor."},{"src":"/baldwin/projects/camden-crown-valley/slope-detail.jpg","alt":"Track-mounted CIDH pile drilling rig along La Alameda at Camden Crown Valley","caption":"Track-mounted drilling rig advancing CIDH piles along La Alameda."},{"src":"/baldwin/projects/camden-crown-valley/slope-condition.jpg","alt":"Reinforced grade beam construction along the Camden Crown Valley slope corridor","caption":"Grade beam tying the CIDH pile heads together along the work corridor."}]
Bulkhead & Tieback Repair
Port of Los Angeles Bulkhead Repair
Port of Los Angeles, California
Board-mandated bulkhead wall repair including sub-slab demolition, soil removal, slurry replacement, new slab construction, tieback installation, and full boardwalk replacement.
View Case Study › [{"src":"/baldwin/projects/port-of-la/deck-finishing.jpg","alt":"Port of Los Angeles Bulkhead Repair","caption":"Port of Los Angeles Bulkhead Repair"},{"src":"/baldwin/projects/port-of-la/bulkhead-prep.jpg","alt":"Crew working on the existing steel sheet pile bulkhead at the Port of Los Angeles","caption":"Crew preparing the existing steel sheet pile bulkhead for repair."},{"src":"/baldwin/projects/port-of-la/tieback-equipment.jpg","alt":"Hydraulic tieback jacking equipment staged at the Port of Los Angeles bulkhead repair","caption":"Hydraulic equipment staged for tieback work at the Port of Los Angeles."},{"src":"/baldwin/projects/port-of-la/site-plan.jpg","alt":"Site plan and vicinity map for the Downtown Harbor bulkhead repair at the Port of Los Angeles","caption":"Project plan showing the Port of Los Angeles bulkhead repair work area."}]
Structural Underpinning
Planet Pacific Underpinning
Mission Viejo, California
Caisson underpinning of a 17,000 SF, three-story office building that had settled nine inches on the northwest side, completed while the building remained fully occupied.
View Case Study › [{"src":"/baldwin/projects/planet-pacific/building-elevation.jpg","alt":"Planet Pacific Underpinning","caption":"Planet Pacific Underpinning"},{"src":"/baldwin/projects/planet-pacific/caisson-installation.jpg","alt":"Underpinning excavation and temporary shoring beams along the Planet Pacific building perimeter","caption":"Underpinning excavation and temporary shoring along the active building perimeter."},{"src":"/baldwin/projects/planet-pacific/grade-beam-prep.jpg","alt":"Workers placing rebar in a deep grade beam excavation tying into the Planet Pacific foundation","caption":"Reinforced grade beam construction tying caissons to the existing structure."}]
Foundation Retrofit
Century Woods Foundation Retrofit
Los Angeles, California
Limited-access foundation retrofit of an existing parking structure using deep caissons and reinforced grade beams tied into the original foundation.
View Case Study › [{"src":"/baldwin/projects/century-woods/parking-structure.jpg","alt":"Century Woods Foundation Retrofit","caption":"Century Woods Foundation Retrofit"},{"src":"/baldwin/projects/century-woods/limited-access-rig.jpg","alt":"Structural detail drawings showing the Century Woods caisson, support beam, and grade beam reinforcement","caption":"Structural details for the Century Woods caissons and grade beam tie-ins."},{"src":"/baldwin/projects/century-woods/grade-beam-tieins.jpg","alt":"Limited-access drilling rig installing caissons inside the Century Woods parking structure","caption":"Limited-access drilling equipment advancing caissons within the existing structure."}]
Bluff Stabilization
Martin Resorts Shore Cliff Lodge Bluff Stabilization
Pismo Beach, California
Design-build bluff stabilization of four distinct work areas at a fully active coastal hotel, featuring 130 tiebacks, 15,000 square feet of shotcrete, and a GeoWeb bluff reconstruction.
View Case Study › [{"src":"/baldwin/coastal/martin-resorts.jpg","alt":"Martin Resorts Shore Cliff Lodge Bluff Stabilization","caption":"Martin Resorts Shore Cliff Lodge Bluff Stabilization"},{"src":"/baldwin/projects/martin-resorts/overview-01.jpg","alt":"CalGeo 2017 Outstanding Project Award trophy for the Shore Cliff Lodge bluff stabilization","caption":"The 2017 CalGeo Outstanding Project Award for the Shore Cliff Lodge bluff stabilization."},{"src":"/baldwin/projects/martin-resorts/area-8-01.jpg","alt":"Area 8 pre-construction conditions","caption":"Area 8 bluff conditions prior to stabilization."},{"src":"/baldwin/projects/martin-resorts/area-8-02.jpg","alt":"Area 8 tieback wall construction","caption":"Tied-back shotcrete wall construction in Area 8."},{"src":"/baldwin/projects/martin-resorts/area-8-03.jpg","alt":"Area 8 scaffolding and rebar","caption":"Scaffolding and reinforcement on the Area 8 bluff face."},{"src":"/baldwin/projects/martin-resorts/area-8-04.jpg","alt":"Area 8 bluff work","caption":"Active construction on the Area 8 bluff section."},{"src":"/baldwin/projects/martin-resorts/area-8-05.jpg","alt":"Area 8 stabilization progress","caption":"Stabilization progress at Area 8."},{"src":"/baldwin/projects/martin-resorts/area-9-01.jpg","alt":"Area 9 GeoWeb reconstruction","caption":"GeoWeb bluff reconstruction in Area 9."},{"src":"/baldwin/projects/martin-resorts/area-9-03.jpg","alt":"Area 9 bluff work","caption":"Bluff reconstruction and fill placement in Area 9."},{"src":"/baldwin/projects/martin-resorts/area-10-01.jpg","alt":"Area 10 pre-construction","caption":"Area 10 bluff conditions showing erosion and exposed piers."},{"src":"/baldwin/projects/martin-resorts/area-10-02.jpg","alt":"Area 10 construction","caption":"Workers trimming and preparing the Area 10 bluff face."},{"src":"/baldwin/projects/martin-resorts/area-10-04.jpg","alt":"Severe coastal bluff erosion in Area 10 prior to stabilization","caption":"Pre-stabilization erosion in Area 10 below the hotel."},{"src":"/baldwin/projects/martin-resorts/area-11-01.jpg","alt":"Area 11 pre-construction","caption":"Area 11 showing severe erosion beneath the hotel structure."},{"src":"/baldwin/projects/martin-resorts/area-11-02.jpg","alt":"Area 11 construction","caption":"Worker descending the Area 11 bluff face by ladder for preparation work."},{"src":"/baldwin/projects/martin-resorts/area-11-03.jpg","alt":"Severe coastal bluff erosion beneath the hotel in Area 11","caption":"Area 11 bluff face showing the extent of erosion beneath the hotel."}]
Bluff Stabilization
Shell Beach Bluff and Retaining Wall Stabilization
Shell Beach, Pismo Beach, California
Emergency replacement of a failed metal crib wall with a 128-foot tieback wall featuring a natural sculptured finish to blend with the surrounding bluff.
View Case Study › [{"src":"/baldwin/projects/shell-beach-bluff/bluff-01.jpg","alt":"Shell Beach Bluff and Retaining Wall Stabilization","caption":"Shell Beach Bluff and Retaining Wall Stabilization"},{"src":"/baldwin/projects/shell-beach-bluff/bluff-02.jpg","alt":"Shell Beach bluff construction","caption":"Construction of the 128-foot-long, 35-foot-high tieback wall."},{"src":"/baldwin/projects/shell-beach-bluff/bluff-03.jpg","alt":"Shell Beach bluff work in progress","caption":"Crews and aerial lifts working at the base of the rebar-covered bluff face."},{"src":"/baldwin/projects/shell-beach-bluff/bluff-04.jpg","alt":"Shell Beach retaining wall","caption":"Tieback wall rising along the ocean frontage in Pismo Beach."},{"src":"/baldwin/projects/shell-beach-bluff/bluff-05.jpg","alt":"Shell Beach bluff stabilization","caption":"The natural sculptured wall finish designed to blend with the surrounding bluff."}]
Retaining Wall Repair
Walmart MSE Wall Repair
Riverside County, California
Tieback and structural concrete repair of a failed 1,200-foot MSE wall with 17 homes above and a Walmart parking lot below.
View Case Study › [{"src":"/baldwin/projects/walmart-mse-wall/wall-repair-01.jpg","alt":"Walmart MSE Wall Repair","caption":"Walmart MSE Wall Repair"},{"src":"/baldwin/projects/walmart-mse-wall/wall-repair-02.jpg","alt":"Walmart wall repair progress","caption":"Rebar reinforcement grid with tieback anchor heads along the wall face."},{"src":"/baldwin/projects/walmart-mse-wall/wall-repair-03.jpg","alt":"Walmart MSE wall stabilization","caption":"Crane and excavator working from the Walmart parking lot below the wall."},{"src":"/baldwin/projects/walmart-mse-wall/wall-repair-04.jpg","alt":"Walmart wall repair overview","caption":"Rebar and tieback wall stretching along the Walmart parking lot perimeter."},{"src":"/baldwin/projects/walmart-mse-wall/wall-repair-05.jpg","alt":"Walmart MSE wall repair detail","caption":"Crew on a lift applying shotcrete over the rebar and tieback anchors."},{"src":"/baldwin/projects/walmart-mse-wall/wall-repair-06.jpg","alt":"Walmart wall repair site conditions","caption":"Landscaping at the base of the completed shotcrete wall."},{"src":"/baldwin/projects/walmart-mse-wall/wall-repair-07.jpg","alt":"Walmart MSE wall construction","caption":"The finished wall with sculpted natural rock surface and new landscaping along the parking lot."}]
Landslide Stabilization
Home Depot Emergency Landslide Stabilization
Laguna Woods, California
Emergency stabilization of a major landslide above the Home Depot parking lot using drilled piers, grade beams, and tiebacks.
View Case Study › [{"src":"/baldwin/projects/home-depot/landslide-01.jpg","alt":"Home Depot Emergency Landslide Stabilization","caption":"Home Depot Emergency Landslide Stabilization"},{"src":"/baldwin/projects/home-depot/landslide-02.jpg","alt":"Home Depot landslide site","caption":"Drill rigs and concrete pump mobilized on the landslide site."},{"src":"/baldwin/projects/home-depot/landslide-03.jpg","alt":"Home Depot stabilization construction","caption":"Crane setting a steel beam into a drilled caisson."},{"src":"/baldwin/projects/home-depot/landslide-05.jpg","alt":"Home Depot landslide repair progress","caption":"Excavators working at the base of the stabilization wall with Calle Sonora Avenue above."},{"src":"/baldwin/projects/home-depot/landslide-06.jpg","alt":"Home Depot site stabilization","caption":"Exposed caisson tops with steel beam connections along the pier wall."},{"src":"/baldwin/projects/home-depot/landslide-07.jpg","alt":"Home Depot landslide stabilization detail","caption":"Excavation and drilling equipment working along the caisson wall face."}]
Landslide Stabilization
Coast HOA Landslide Stabilization
San Clemente, California
A caisson-and-tieback stabilization project protecting eight homes threatened by a deep landslide in Southern Orange County.
View Case Study › [{"src":"/baldwin/projects/coast-hoa/rebar-wall.jpg","alt":"Coast HOA Landslide Stabilization","caption":"Coast HOA Landslide Stabilization"},{"src":"/baldwin/projects/coast-hoa/equipment-mobilization.jpg","alt":"Heavy equipment mobilized on hillside","caption":"Heavy equipment mobilized on the hillside for caisson drilling up to 80 feet deep."}]
Bluff Stabilization
Colony Cove Bluff Stabilization
San Clemente, California
An 80-foot-tall, 850-foot-long concrete bluff wall with tiebacks and soil nails, completed for the City of San Clemente on time and on budget.
View Case Study › [{"src":"/baldwin/projects/colony-cove/bluff-wall-01.jpg","alt":"Colony Cove Bluff Stabilization","caption":"Colony Cove Bluff Stabilization"},{"src":"/baldwin/projects/colony-cove/bluff-wall-02.jpg","alt":"Colony Cove bluff stabilization","caption":"Exposed bluff face with protective tarps and staged soil layers above PCH."},{"src":"/baldwin/projects/colony-cove/bluff-wall-03.jpg","alt":"Colony Cove wall and bluff overview","caption":"Shotcrete application on the bluff face from an aerial lift."},{"src":"/baldwin/projects/colony-cove/bluff-wall-04.jpg","alt":"Colony Cove construction progress","caption":"Drill rig, excavator, and concrete truck working at the base of the partially shotcreted bluff."},{"src":"/baldwin/projects/colony-cove/bluff-wall-05.jpg","alt":"Colony Cove bluff work detail","caption":"Crews installing rebar reinforcement panels on the bluff face with the ocean beyond."},{"src":"/baldwin/projects/colony-cove/bluff-wall-06.jpg","alt":"Colony Cove bluff construction","caption":"Full-scale rebar reinforcement covering the 80-foot bluff face."},{"src":"/baldwin/projects/colony-cove/bluff-wall-07.jpg","alt":"Colony Cove stabilization","caption":"The stabilized bluff face as seen from Pacific Coast Highway with traffic flowing."}]
Coastal Bluff Stabilization
Point Loma Wastewater Treatment Plant Shoreline Protection
San Diego, California
Shoreline protection for the Point Loma Wastewater Treatment Plant featuring 125 tiebacks, a reinforced earth wall, and 1,000 yards of decorative shotcrete carved to match the natural coastal bluffs.
View Case Study › [{"src":"/baldwin/coastal/point-loma.jpg","alt":"Point Loma Wastewater Treatment Plant Shoreline Protection","caption":"Point Loma Wastewater Treatment Plant Shoreline Protection"},{"src":"/baldwin/projects/point-loma/shoreline-01.jpg","alt":"Point Loma bluff stabilization","caption":"Tieback installation along the coastal bluff below the treatment plant."},{"src":"/baldwin/projects/point-loma/shoreline-02.jpg","alt":"Point Loma coastal construction","caption":"Aerial view of the reinforced earth wall section with treatment plant tanks above and sea caves below."},{"src":"/baldwin/projects/point-loma/shoreline-03.jpg","alt":"Point Loma shoreline work","caption":"Aerial overview of the completed shoreline protection with decorative shotcrete blending into the natural bluff."},{"src":"/baldwin/projects/point-loma/shoreline-04.jpg","alt":"Point Loma construction detail","caption":"Decorative shotcrete carved and colored to match the natural bluffs."},{"src":"/baldwin/projects/point-loma/shoreline-05.jpg","alt":"Transition between the carved decorative shotcrete and the natural Point Loma rock face","caption":"The transition between carved decorative shotcrete and the natural rock face."},{"src":"/baldwin/projects/point-loma/shoreline-06.jpg","alt":"Point Loma coastal conditions","caption":"Reinforced earth wall and concrete protection at the bluff base with the treatment plant above."},{"src":"/baldwin/projects/point-loma/shoreline-07.jpg","alt":"Point Loma shoreline protection","caption":"Loader and rebar placement at the entrance of a sea cave being infilled beneath the bluff."}]
Coastal Access Construction
Swami's Park Beach Access and Stabilization
Encinitas, California
Construction of a public beach access stairway anchored to a 500-cubic-yard mass concrete footing, with rock bolt bluff stabilization, for the City of Encinitas.
View Case Study › [{"src":"/baldwin/coastal/swamis-construction.jpg","alt":"Swami's Park Beach Access and Stabilization","caption":"Swami's Park Beach Access and Stabilization"},{"src":"/baldwin/coastal/swamis-stairs.jpg","alt":"Steel pipe columns and timber formwork for the Swami's mass concrete footing at the bluff base","caption":"Formwork and steel pipe columns for the mass concrete footing at the bluff base."},{"src":"/baldwin/projects/swamis/beach-access-01.png","alt":"Swami's mass concrete footing","caption":"The 12-foot-deep mass concrete foundation embedded in bedrock."},{"src":"/baldwin/projects/swamis/beach-access-02.png","alt":"Swami's construction progress","caption":"Looking down into the footing formwork with steel columns and bluff netting visible."},{"src":"/baldwin/projects/swamis/beach-access-03.png","alt":"Swami's beach access overview","caption":"The completed heavy timber stairway with switchback landings on the bluff face."}]