10-J - 26th St NW Goodson Way NW Bridge.pdf

PDF 562 KB Posted Feb 3, 2026

Attached to: Northwest Corridor Segment 3B – Construction
Solicitation number: DC-2026-094:
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Feb 5, 2026

This document is a set of engineering drawings and condition survey reports prepared by BCC Engineering, LLC (d/b/a Heath & Lineback) for the 26th Street NW & Goodson Way NW Bridge located in Atlanta, Georgia 30309. The drawings were prepared for the Northwest Corridor Segment 3B construction project and include as-built plans, elevations, and detailed condition assessment findings. The project documentation was checked by J. Wright on 12/19/25 with a revision date of 01/05/26 and covers structural components including pre-cast concrete box beams approximately 18 inches thick, concrete columns measuring approximately 1'-6" x 1'-6", concrete bent caps approximately 2' x 1'-6", and a paver deck system approximately 5.5 inches thick. The bridge spans approximately 30'-8" in typical sections with multiple spans of approximately 25'-6" and 25'-0", supported by multiple bents spaced at approximately 8'-0" intervals.

The condition survey reveals significant structural deterioration requiring remediation. Documented deficiencies include concrete spalling, segregation, delamination, and cracking throughout the structure; delaminated and cracked parge coating near column bases; moderate to significant corrosion of vertical and tie bars; inadequate concrete cover over reinforcement ranging from approximately 1/8" to 3.25" in various locations; and unknown waterway concrete thickness. Multiple concrete excavations and core samples were performed to assess reinforcement conditions, with estimated rebar sizes ranging from #4 to #10 bars. Ground-penetrating radar (GPR) testing was conducted in designated areas to supplement visual and excavation-based findings. The comprehensive documentation provides the technical baseline necessary for bidders to develop construction proposals for bridge repair and rehabilitation work.

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SHEET NUMBER

S T

N W

D G

, G

N G

, L

D /B

/A H

R D

, B

A, G

T N

: 1

-2

, S

, G

: 7

SHEET NAME

B Y:

H T

S-101

Scale: NTS

PLAN VIEW - BRIDGE1

AS-BUILT

NORTH

S-103

S-104

S-102

~30'-8"

(TYP.)

~1'-6"

~3'-2"

(TYP.)

UNKNOWN ~2'-0"

(TYP.)

~25'-6" (TYP.) ~25'-0" ~25'-6" (TYP.)

1 2 3 4

~3'-4"

~8'-0"

S T

N W

D G

, G

N G

, L

D /B

/A H

R D

, B

A, G

T N

: 1

-2

, S

, G

: 7

SHEET NAME

B Y:

S-102

Scale: NTS

ELEVATION - TYPICAL END BENT1

Scale: NTS

ELEVATION - TYPICAL INTERMEDIATE BENT1

~30'-8" (TYP.)

~ 2'-0" (TYP.)

~1'-6"

(TYP.)

~3'-2"

(TYP.)

~1'-6" (TYP.)

~3" THICK CRUSHED AGGREGATE BASE

~2-1/2" THICK STONE PAVERS

~18" THICK PRE-CAST CONCRETE BOX (TYP.)

1'-6"

~7'-4" (TYP.)

~3'-4" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~3'-4" (TYP.)

B C D E F

F A

~1'-6" X 1'-6"

CONCRETE COLUMN (TYP.)

~2' X 1'-6"

CONCRETE BENT CAP (TYP.)

~1'-6" (TYP.)

~51

2" PAVER DECK

~51

2" PAVER DECK

AS-BUILT

THICKNESS OF CONCRETE

WATERWAY UNKNOWN (TYP.)

S T

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D G

, G

N G

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D /B

/A H

R D

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A, G

T N

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-2

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SHEET NAME

B Y:

S-103

Scale: NTS

ELEVATION1

~7'-4" (TYP.)~1'-6" X 1'-6"

CONCRETE COLUMN (TYP.)

AS-BUILT

1'-6" (TYP.)

~25'-6" (TYP.) ~25'-0" (TYP.)

321 4

~25'-6" (TYP.)

~7'-0" (TYP.)

~2' X 1'-6"

CONCRETE BENT CAP (TYP.)

~1'-6"

THICK PRE-CAST

CONCRETE BOX (TYP.)

THICKNESS OF CONCRETE

WATERWAY UNKNOWN (TYP.)

~5-1/2" THICK PAVER DECK SYSTEM (TYP.)

SEE 2/F-101

SHEET NUMBER

S T

N W

D G

, G

N G

, L

D /B

/A H

R D

, B

A, G

T N

: 1

-2

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, G

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SHEET NAME

B Y:

F-101

Scale: NTS

PLAN VIEW - BRIDGE1

CONDITION

SURVEY

NORTH

S-102

F-102

~30'-8"

(TYP.)

~25'-6" (TYP.) ~25'-0" ~25'-6" (TYP.)

1 2 3 4

~3'-4"

~8'-0"

S-103

S-104

S-105

S-106

Scale: NTS

PRE-CAST BOX - TEST RESULTS2

~101 2"~81

2"~81 2"~1'-3"~1'-0"~9"~5'-1"~6'-21

2"~10"~1'-01 2"

LONGITUDINAL REINF. AT ~2" O.C. (TYP.)

WITH (UNDERSIDE) CONCRETE COVER

OF ~2-1/2" (TYP.)

TRANSVERSE REINF.

WITH (UNDERSIDE) CONCRETE

COVER OF ~1/8" TO ~1-1/2"

CONCRETE EXCAVATION #1 OF TRANSVERSE REINF.

(UNDERSIDE) CONCRETE COVER = ~1

REINFORCEMENT Ø = ~0.45" (EST. #4 REBAR)

TRANSVERSE REINF. WITH (UNDERSIDE)

CONCRETE COVER OF ~5-1/4"

TRANSVERSE REINF.

WITH (UNDERSIDE) CONCRETE

COVER OF ~1/8" TO ~1-1/2"

LEGEND

CONCRETE SPALL

CONCRETE SEGRGATION

CONCRETE DELAMINATION

CONCRETE CRACK

CONCRETE EXCAVATION

CONCRETE CORE

UNDERSIDE BENT CAP DELAMINATION AND CRACKS

UNDERSIDE BENT CAP DELAMINATION

GPR AREA (TYP.)

GPR FILE 137

SHEET NUMBER

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D /B

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SHEET NAME

B Y:

F-102

Scale: NTS

ELEVATION - TEST RESULTS1

Scale: NTS

ELEVATION - TEST RESULTS1

~30'-6" (TYP.)

~ 2'-0" (TYP.)

1'-6"

~7'-4" (TYP.)

~3'-4" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~3'-4" (TYP.)

B C D E F

F A

~1'-6" X 1'-6"

CONCRETE COLUMN (TYP.)

~2' X 1'-6"

CONCRETE BENT CAP (TYP.)

LEGEND

CONCRETE SPALL

CONCRETE SEGRGATION

CONCRETE DELAMINATION

CONCRETE CRACK

CONCRETE EXCAVATION

CONCRETE CORE

~2'-5" DELAMINATED AND

CRACKED PARGE COAT

NEAR BASE OF COLUMNS

SIGNIFICANTLY

CORRODED VERTICAL

BAR AND TIE BARS

MODERATELY

CORRODED VERTICAL

BAR AND TIE BARS

CONDITION

SURVEY

~3'-4" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~3'-4" (TYP.)

E D C B

S T

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D /B

/A H

R D

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A, G

T N

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SHEET NAME

B Y:

F-103

Scale: NTS

ELEVATION - TEST RESULTS1

~1'-6" (TYP.)

~7'-4" (TYP.)

~3'-4" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~3'-4" (TYP.)

E D C B A

~1'-6" X 1'-6"

CONCRETE COLUMN (TYP.)

~2' X 1'-6"

CONCRETE BENT CAP (TYP.)

LEGEND

CONCRETE SPALL

CONCRETE SEGRGATION

CONCRETE DELAMINATION

CONCRETE CRACK

CONCRETE EXCAVATION

CONCRETE CORE

~2'-5" DELAMINATED AND

CRACKED PARGE COAT

NEAR BASE OF COLUMNS

CONDITION

SURVEY

SEE 2/F-104

5- 1/

2" 2" 2" 2" 2" 2"

2-1/2"

2" 2" 2" 2" 2" 2" 2"

5- 1/

2-1/2"2-1/2"

SHEET NUMBER

S T

N W

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N G

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D /B

/A H

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A, G

T N

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SHEET NAME

B Y:

F-104

Scale: NTS

ELEVATION - TEST RESULTS1

~1'-6" (TYP.)

~7'-4" (TYP.)

~3'-4" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~3'-4" (TYP.)

B C D E F

~1'-6" X 1'-6"

CONCRETE COLUMN (TYP.)

~2' X 1'-6"

CONCRETE BENT CAP (TYP.)

LEGEND

CONCRETE SPALL

CONCRETE SEGRGATION

CONCRETE DELAMINATION

CONCRETE CRACK

CONCRETE EXCAVATION

CONCRETE CORE

CONDITION

SURVEY

Scale: NTS

ELEVATION - TEST RESULTS2

~8'-0" (TYP.)

~3'-4" (TYP.)

(3) CONTINUOUS LONGITUDINAL

REINF. BOTTOM BARS

CONCRETE EXCAVATION #2

LONGITUDINAL REINF.:

- (UNDERSIDE) CONCRETE COVER = ~3-1/4"

- REINFORCEMENT Ø = ~1.14" (EST. #10 REBAR W/ MOD./SIG. CORROSION)

STIRRUP:

- VERTICAL CONCRETE COVER = ~2"

- REINFORCEMENT Ø = ~0.49" (EST. #4 REBAR W/ MOD./SIG. CORROSION)

LONGITUDINAL REINF. WITH

VERTICAL CONCRETE COVER OF

~2" (BOTH ELEVATIONS)

CONCRETE COVER FROM VERTICAL FACE (TYP.)

~8" ~81 2" ~71

2" ~7"~7"~9"~9"~1'-5"~1'-9"~7"~7"~7"~51 2"~7"~9"~1'-2"~5"

CONCRETE EXCAVATION #3

STIRRUP:

- VERTICAL CONCRETE COVER = ~2"

- REINFORCEMENT Ø = ~0.58" (EST. #4 REBAR)

~3"

~31 2"

~21 4"

~4"

GPR AREA (TYP.)

~71 2" ~7" ~5" ~5"

2/ F-

3/ F-

~3"

~2-1/2"

~3" ~3

~1-1/2" ~2 -1

~2-1/4"

~2"

~2-1/4"

SHEET NUMBER

S T

N W

D G

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N G

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D /B

/A H

R D

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A, G

T N

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SHEET NAME

B Y:

F-105

Scale: NTS

ELEVATION - TEST RESULTS1

~1'-6" (TYP.)

~7'-4" (TYP.)

~3'-4" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~3'-4" (TYP.)

E D C B A

~1'-6" X 1'-6"

CONCRETE COLUMN (TYP.)

~2' X 1'-6"

CONCRETE BENT CAP (TYP.)

LEGEND

CONCRETE SPALL

CONCRETE SEGRGATION

CONCRETE DELAMINATION

CONCRETE CRACK

CONCRETE EXCAVATION

CONCRETE CORE

CONDITION

SURVEY

Scale: NTS ELEVATION - TEST RESULTS2 Scale: NTS

ELEVATION - TEST RESULTS3

~5"

~1'-3"

`1'-5"

~1'-3"

~1'-0"

~9"

~7"

~21 2" ~111

2" ~1 2"

~21 2" ~111

2" ~1 2"

~5"

~1'-4"

~1'-2"

~1'-0"

~1'-6"

~1'-2"

~1'-4"

CONCRETE EXCAVATION #4

VERTICAL REINF.:

- CONCRETE COVER = ~3-1/4"

- REINFORCEMENT Ø = ~1.20" (EST. #10 REBAR )

STIRRUP:

- CONCRETE COVER = ~2"

- REINFORCEMENT Ø = ~0.50" (EST. #5 REBAR )

MODERATELY

CORRODED TIE BARS

GPR AREA (TYP.) GPR AREA (TYP.)

CONCRETE COVER FROM VERTICAL FACE (TYP.)

~1 -3

~3 -1

~4 -1

~3 -1

~2 -3

~3 -1

~3-1/2" ~3-1/2"

~3-1/2"

~3-1/2" ~3-1/2"

~3-1/2"

SHEET NUMBER

S T

N W

D G

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N G

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D /B

/A H

R D

, B

A, G

T N

: 1

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: 7

SHEET NAME

B Y:

F-106

Scale: NTS

ELEVATION - TEST RESULTS1

~30'-8" (TYP.)

A F

LEGEND

CONCRETE SPALL

CONCRETE SEGRGATION

CONCRETE DELAMINATION

CONCRETE CRACK

CONCRETE EXCAVATION

CONCRETE CORE

CONDITION

SURVEY

CONCRETE EXCAVATION #5

LONGITUDINAL REINF.:

- CONCRETE COVER = ~3-"

- REINFORCEMENT Ø = ~0.96" (EST. #8 REBAR )

STIRRUP:

- CONCRETE COVER = ~2"

- REINFORCEMENT Ø = ~0.53" (EST. #4 REBAR )

~2'-0"

~8" ~8"

~8" ~10"

~1'-3" ~1'-6"

~9" ~8"

~81 2"

~71 2"

~91 2"

~9" ~5"

~5" ~10"

~61 2"

~1'-1" ~81

2" ~74'-91

~13'-01 2"

B C D E

~3'-4" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~8'-0" (TYP.) ~3'-4" (TYP.)

~8" ~71

~3"

~6"

~11"

CONCRETE COVER FROM

VERTICAL FACE (TYP.)

GPR AREA (TYP.) GPR AREA (TYP.)CONCRETE COVER FROM

VERTICAL FACE (TYP.)

Sheets and Views

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-S-101

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-S-102

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-S-103

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-F-101

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-F-102

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-F-103

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-F-104

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-F-105

NOVA Drawings - H&L - 26th St NW & Goodson Way NW Bridge_R1-F-106

File details come from the government source that posted it. Updated Feb 5, 2026.