LADY BIRD LAKE Big Bass Guide

Reach 6 · Lamar, Pfluger and the Railroad Bridge

2.7–3.0 mi below the damDeepest ≈ 20–22 ft3 bridges in ~700 ftNo-boat zone starts here
Reach 6 depth map: Lamar, Pfluger and railroad bridges with no-boat zone

Three sets of pilings in about 700 ft of river (Lamar at 14,980 ft below the dam, Pfluger at 15,238 ft, the railroad bridge at 15,691 ft) analysis. The hatching marks the no-boat zone. The starred 22-ft cell is the Barton Creek hole at the upstream edge of this map; through the bridges, the channel runs 16–20 ft analysis.

The bottom

Cover and grass

Water: clarity and current

Through the seasons

Season What to expect Play analysis
Spring Clearing water, and grass growing on the south shelf Edges of the south shelf and the islands
Summer Shade under three bridges Shade lines on the pilings at midday
Fall Pilings plus releases Swimbait swung past each pier during releases. Drop-shot as a follow-up (Torwick)
Winter Deep, steep north wall (inside the no-boat zone below the railroad bridge) Jig on the deepest Lamar and Pfluger piers

How to fish it for a giant

The Approach

  • Where a giant sits. The deepest pier bases of the Lamar, Pfluger and railroad bridges, in the shade, out of the current analysis.
  • Boat position. Work from the south half of each span, staying down-current of the pier you are fishing. The water below the railroad bridge on the north side is a no-boat zone analysis.
  • Baits. Swing a swimbait or slow glide past each pier with current. Without current, pitch a 3/4 oz jig or a 10-in worm to the base and let it sit inference.
  • Line. 20–25 lb fluorocarbon: Wired2Fish recommends fluorocarbon for durability around zebra-mussel cover and retying after contact (Wired2Fish).

Access, hazards and rules

Rule: No-boat zone

"A person may not operate a watercraft in the portion of Town Lake that is bounded by a line from the center of Town Lake to the mouth of Shoal Creek on the east, the shoreline of Town Lake on the north, the railroad bridge immediately west of Shoal Creek on the west, and center of Town Lake on the south" (City code 8-5-82). Stay south of the centerline between the railroad bridge and Shoal Creek. I read this from a posted copy of the code chapter, so confirm it's current with Lake Patrol at (512) 329-8841 unverified.

Hazard

  • Rebar. There's "submerged rebar near the Lamar bridge," where a swimmer was injured in 2012, plus "bridge construction debris" (City of Austin 2020).
  • Shallows. The ARC map marks "unmarked hazards (shallow)" on the south side at the railroad bridge (ARC map).
  • Bring extra baits.

Pro tip

When the dam is releasing, this cluster gives you three bridges' worth of piling seams within one short drift. If a big fish follows a swimbait but won't commit, follow up on that same piling with a drop-shot, the presentation Torwick used here (analysis; Torwick).

Reach 6 Spots: Lamar, Pfluger and the railroad bridge

5 spots: 6A, 6B, 6C, 6D, 6E. Close-up maps from the 2008 survey; scores from the giant ranking.

6A · Lamar Blvd Bridge piling row

Bridge piling rowTarget 30.26594, -97.75653Boat 30.26606, -97.75688
57/100Giant rank
#33 of 51
Deep water2Cover4Forage4Low pressure2Data3Best: Post-spawn and summer
Spot 6A micro-map and depth profile

The bridge line is the OSM road or rail centerline. Pier markers are inferred from NBI span counts by assuming equal spans centered on the channel, except at the railroad bridge, where TWDB's footing outlines are used. Orange dashes show where a downstream eddy line should form during a release inference. Contours: 5-ft, at 7 soundings per acre within 250 ft.

Measure Value
Bridge (NBI 2025) 6 spans, 200.9 m (659 ft), longest span 33.5 m (110 ft), concrete arch, built 1943
Water width along the deck 504 ft (2008 TWDB shoreline) analysis
Deepest water under the deck 19.5 ft, 338 ft from the south end analysis
Deep-water access deepest within 300 ft: 20 ft analysis
Data support 7 soundings per acre; nearest sounding 207 ft from the crossing center

Why a giant would use it. The Lamar Bridge piling row: 6 spans (NBI), a 1943 concrete arch. Piers in 15–19 ft. Score factors: cover = arch-bridge piers; forage = shad; pressure = downtown traffic. inference

Wind and current. Release seams on the downstream side. Shelter under the deck. inference

Sun and shade today (Oct 12). Shade under the deck at all hours. analysis

Boat position and cast lanes. Hold upstream of the deepest span (yellow triangle) and cast down-current to the eddy behind each pier (magenta arrows) inference.

Big-bass plan by season (★ = this spot is a seasonal pick) inference

Hazard · Bridge debris Broken concrete and rebar lie under the bridges (City of Austin 2025). Expect snags.

6B · Pfluger Bridge piling row

Bridge piling rowTarget 30.26527, -97.75587Boat 30.26540, -97.75622
60/100Giant rank
#26 of 51
Deep water3Cover3Forage3Low pressure2Data4Best: any season (not a seasonal pick)
Spot 6B micro-map and depth profile

The bridge line is the OSM road or rail centerline. Pier markers are inferred from NBI span counts by assuming equal spans centered on the channel, except at the railroad bridge, where TWDB's footing outlines are used. Orange dashes show where a downstream eddy line should form during a release inference. Contours: 5-ft, at 17 soundings per acre within 250 ft.

Measure Value
Bridge (NBI 2025) not in the National Bridge Inventory; pier positions not found in any public source
Water width along the deck 528 ft (2008 TWDB shoreline) analysis
Deepest water under the deck 20.0 ft, 220 ft from the south end analysis
Deep-water access deepest within 300 ft: 20 ft analysis
Data support 17 soundings per acre; nearest sounding 37 ft from the crossing center

Why a giant would use it. Pfluger Pedestrian Bridge. It has piers, but their positions are not in any public data I found. Score factors: cover = footbridge piers; forage = shad; pressure = downtown traffic. inference

Wind and current. Release seams. Shelter. inference

Sun and shade today (Oct 12). Shade under the deck at all hours. analysis

Boat position and cast lanes. Hold upstream of the deepest span (yellow triangle) and cast down-current to the eddy behind each pier (magenta arrows) inference.

Big-bass plan by season (★ = this spot is a seasonal pick) inference

6C · Railroad bridge and islands

Bridge + island tipsTarget 30.26497, -97.75455Boat 30.26509, -97.75490
60/100Giant rank
#27 of 51
Deep water2Cover4Forage3Low pressure2Data5Best: any season (not a seasonal pick)
Spot 6C micro-map and depth profile

The bridge line is the OSM road or rail centerline. Pier markers are inferred from NBI span counts by assuming equal spans centered on the channel, except at the railroad bridge, where TWDB's footing outlines are used. Orange dashes show where a downstream eddy line should form during a release inference. Contours: 2-ft, at 103 soundings per acre within 250 ft.

Measure Value
Bridge (NBI 2025) not in the National Bridge Inventory; TWDB's 2008 survey maps two pier/footing outlines (shown dark gray)
Water width along the deck 552 ft (2008 TWDB shoreline) analysis
Deepest water under the deck 15.4 ft, 282 ft from the south end analysis
Deep-water access deepest within 300 ft: 18 ft analysis
Data support 103 soundings per acre; nearest sounding 27 ft from the crossing center

Why a giant would use it. The railroad bridge. TWDB maps two pier footprints with a 15-ft channel between them. The islands give current breaks. Score factors: cover = rail piers, island tips; forage = shad; pressure = downtown traffic; no-boat zone nearby. inference

Wind and current. Releases make strong seams at the footprints. Sheltered. inference

Sun and shade today (Oct 12). Shade under the deck at all hours. analysis

Boat position and cast lanes. Hold upstream of the deepest span (yellow triangle) and cast down-current to the eddy behind each pier (magenta arrows) inference.

Big-bass plan by season (★ = this spot is a seasonal pick) inference

No-boat zone

The red hatching marks the City no-boat zone: north of the centerline, between the railroad bridge and the Shoal Creek mouth (City code 8-5-82). The zone outline here is approximate analysis. Keep the boat south and east of it.

Hazard · Bridge debris Broken concrete and rebar lie under the bridges (City of Austin 2025). Expect snags.

6D · West Bouldin Creek mouth and south shelf

Creek-mouth / outflow (weir)Target 30.26479, -97.75471Boat 30.26502, -97.75476
53/100Giant rank
#42 of 51
Deep water1Cover3Forage4Low pressure2Data5Best: Fall
Spot 6D micro-map and depth profile

Orange line: break top. Blue dot: base of the break. Black dots: 2008 TWDB soundings. Shoreline squares: bank type (see the Bank-Type Map chapter). Contour interval: 2 ft, at 55 soundings per acre within 250 ft.

Measure Value
Depth at the bank 1.3 ft (first wet grid cell, 0 ft from the OSM shoreline) analysis
Break top 4.9 ft, 200 ft from the bank analysis
Base of the break 10.9 ft, 240 ft from the bank analysis
Slope steepest 1.9 ft per 10 ft; average 1.5 ft per 10 ft across the break analysis
Bank type wood (confidence: low-medium)
Deep-water access 20-ft water 524 ft away; 25-ft water 1239 ft away; deepest within 300 ft: 19 ft analysis
Data support good (a 2008 sounding lies within 15 ft of the break)

Why a giant would use it. The West Bouldin Creek mouth (OSM weir) and the south shelf, which breaks from about 5 to 11 ft about 200–240 ft out. Score factors: cover = creek mouth, weir; forage = creek inflow; pressure = downtown traffic. inference

Wind and current. Best wind: from the NNW (blowing onto this bank) analysis. An NNW wind blows onto it. Creek inflow after rain. inference

Sun and shade today (Oct 12). This is the S bank of the reach. With 40-ft trees, a shade band of 25 ft or more falls on the water at: 1:00 pm, 2:00 pm, 3:00 pm, 4:00 pm, 5:00 pm, 6:00 pm, 6:30 pm. analysis

Boat position and cast lanes. Hold over about 13 ft, roughly 285 ft off the bank (yellow triangle). Fan three casts to the break top (magenta arrows), then turn and work parallel to the break along the dashed lane inference.

Big-bass plan by season (★ = this spot is a seasonal pick) inference

6E · North channel wall at Lamar

Drop-offTarget 30.26666, -97.75700Boat 30.26646, -97.75712
53/100Giant rank
#43 of 51
Deep water2Cover3Forage3Low pressure2Data4Best: any season (not a seasonal pick)
Spot 6E micro-map and depth profile

Orange line: break top. Blue dot: base of the break. Black dots: 2008 TWDB soundings. Shoreline squares: bank type (see the Bank-Type Map chapter). Contour interval: 5 ft, at 16 soundings per acre within 250 ft.

Measure Value
Depth at the bank 1.6 ft (first wet grid cell, 0 ft from the OSM shoreline) analysis
Break top 2.9 ft, 0 ft from the bank analysis
Base of the break 14.1 ft, 38 ft from the bank analysis
Slope steepest 3.6 ft per 10 ft; average 3.0 ft per 10 ft across the break analysis
Bank type wood (confidence: low-medium)
Deep-water access 20-ft water 603 ft away; 25-ft water 2298 ft away; deepest within 300 ft: 20 ft analysis
Data support fair (nearest sounding 29 ft from the break)

Why a giant would use it. The north channel wall at Lamar: from about 2 to 13 ft within 32 ft. Score factors: cover = channel wall; forage = sunfish; pressure = downtown traffic. inference

Wind and current. Best wind: from the SSW (blowing onto this bank) analysis. A SSW wind blows onto it. Moderate current. inference

Sun and shade today (Oct 12). This is the N bank of the reach. With 40-ft trees, a shade band of 25 ft or more falls on the water at: 8:05 am. analysis

Boat position and cast lanes. Hold over about 16 ft, roughly 82 ft off the bank (yellow triangle). Fan three casts to the break top (magenta arrows), then turn and work parallel to the break along the dashed lane inference.

Big-bass plan by season (★ = this spot is a seasonal pick) inference