LIST OF STEEL BRIDGES
and TURNTABLES

Gulf, Mobile & Ohio R.R. Co.
Off. C. E. Mobile, Ala. 10-1-42

Number Superstructure Sub-
Structure
Height
at
Center
Year
Built
Design
Loading
Max.
Capacity
Stream or
Crossing
Ex-G. M.& N. R. R.                                                                                                                     Main Line
G-5.6 4-250' Dk. Pl. Girders
1-680' Thr. Pl. Gird. Skew
193'-1 3/4" BW. to BW.
Concrete
Abutments
16.8' 1935 E-60 E-60 Underpass-Old Shell Rd.
G-28.1 3-71'-3" Thr. Pl. Girds Pile piers 29.0' 1-1910
2-1916
E-36
E-36
E-50 @
15 MPH
Dog River
G-44.8 1-45' 10 5/16" I Beam Span Concrete
Abutments
19.0' 1928 E-60 E-60 Underpass near Lucedale, Miss.
G-50.2 1-125' Thr. Riv. Truss
1-142' Draw span
Steel Cyl.
Piers
45.5'
40.4'
1903
1903
E-36
E-36
E-50 @
15 MPH
Pascagoula River
G-70.1 1-200' Thr. Truss Steel Cyl.
Piers
  1902 E-36 E-50 @
15 MPH
Leaf River
G-94.7 1-60' Thr. Pl. Gird. Pile Piers 29.3'     E-45 Bogue Homa Ck.
G-109.6 1-55' Thr. Pl. Gird Pile Piers 23.8' 1902 E-36 E-50 @
15 MPH
Tallahalla Ck.
G-111.2 91'-7" of I Beam Spans Concrete
Piers
17.7" 1934 E-65 E-65 Underpass at Laurel, Miss.
G-192.8 1-50' Thr. Pl. Gird.
from Eire RR
Pile Piers 17.3' 1915 fab
1920 Er.
E-50 E-50 Kentawka Canal
G-207.1 1-31' 10 3/8" I Beam Span Concrete
Piers
15.75' 1926   E-60 Underpass at Stallo, Miss.
G-213.4 1-26' I Beam Span Pile piers 19.1' 1934   E-60 Green Lake, Miss.
G-282.0 1-64' 4 1/2" Thr. Pl. Gird Concrete
abutments
18.7' 1941 E-60 E-60 Underpass at Houston, Miss.
G-307.6 1-57' 8" Thr. Pl. Gird Concrete
Abutments
17.5' 1936 E-60 E-60 Underpass at Pontotoc, Miss.
G-315.3 3-27' I Beam Spans
Total Length 81' 11"
Concrete
Piers &
Abutments
16.7' 1926 E-70 E-70 Underpass at Ecru, Miss.
G-322.2 1-29' Span - 10 pairs
15" Channels back to back
Pile Piers 16.0' 1942   E-50 Kings Creek Canal
G-325.4 1-50' Thr. Pl. Gird Pile Piers 18.0' 1941   E-50 Underpass at New Albany, Miss.
G-326.1 1-42' 1" Thr. Pl. Gird
(Reconst. T. T.)
Pile Piers 22     E-50 Canal - Tallahatchie Ck.
G-340.4 1-29' Span - 10 pairs
15" Channels back to back
Pile Piers 14     E-50 Tippah Creek
G-344.8 1-48' Solid Flr. Span
I Beams in Conc.
Concrete
Abutments
19.0' 1940 E-60 E-60 Underpass at Ripley, Miss
G-376.8 1-125' Thr. Truss Span Concrete
Piers
  1917 E-50 E-50 Hatchie River
G-407.34 1-82' 6" Thr. Pl. Girder
from Eire R.R.
Pile Piers 25.0' 1921 E-50 E-50 Forked Deer Canal
Pearl River District
A-71.6 1-190' Thr Truss Concrete
piers
47.6' 1926 E-60 E-65 Pearl River

Dyersburg Branch

B-23.1 24' - 30' - 24' I Beams
Total = 78' 7 1/2"
Concrete
piers &
abutments
16.5' 1928 E-70 E-70 Underpass at Alamo, Tenn.
B-42.1 1-105' Thr Truss Re-erected Pile Piers 35.3' 1922     Forked Deer Canal
Ex. N. O. G. N. R. R.                                                                                                                        Main Line
N-60.12 1-152' 4" Thr. Riv. Truss Concrete
piers
36.0' 1905 E-50 E-50 Bogue Chitto River
N-71.05 1-79' 8" Deck Pl. Gird Concrete
piers
33.9' 1906 E-50 E-60 Bogue Lusa
N-78.09 1-96' 2" Deck Pl. Gird Concrete
piers
24.2' 1906 E-50 E-60 Pushapatopa River
N-135.27 1-96' 2" Deck Pl. Gird. Concrete
piers
28.0' 1906 E-50 E-60 Fair River
N-141.20 1-79' 8" Deck Pl. Gird Concrete
piers
26.0' 1906 E-50 E-60 Bahalia Creek
N-151.21 1-96' 2" Deck Pl. Gird. Concrete
Piers
37.9' 1906 E-50 E-60 Copiah Creek
N-159.02 1-44' 9" Deck Pl. Gird Concrete
abutments
43.0' 1906 E-50 E-50 Brushy Creek
N-170.12 1-79' 8" Deck Pl. Gird. Concrete
piers
39.5' 1906 E-50 E-60 Rose Creek
N-174.24 1-44' 9" Deck Pl. Gird. Concrete
piers
40.7' 1906 E-50 E-50 Big Creek
N-176.25 1-44' 9" Deck Pl. Gird. Pile piers 39.3" 1906 E-50 E-50 Trayons Creek
N-184.72 1-66' Deck Pl Gird. Concrete
piers
36.7' 1926 E-60 E-60 Town Creek
Shore Line Branch
NA-44.28 1-151' 6" Thr. Pl. Gird
Draw Span
Pile piers 33.0' 1907 E-50 E-50 Bayou Lacombe
NA-65.15 1-48' Deck Pl. Gird
Strengthened T. T. Gird
Pile piers 22.7' 1888
1930
  E-50 @
15 MPH
Bogue Falaya

Bogue Chitto Branch

NB-83.06 1-79' 8" Deck Pl. Gird Pile Piers 15.7' 1906 E-50 E-60 Lawrence Creek
NB-89.19 1-65' 10" Deck Pl. Gird pile piers 19.5' 1907 E-55 E-50 Hays Creek
NB-100.10 1-79' 8" Deck Pl. Gird Pile piers 36.8' 1906 E-50 E-60 Magee Creek

Columbia Branch

NC-105.22 1-225' Thr. Pin. C. Truss
Draw Span - Members
 have been Strengthened
pile piers 51.8' 1909     Pearl River
Ex. M. & O. R. R.                                                                                                                           Main Line
M-19.5 1 58' 11 1/8" Thr. Pl. Girder creosoted
pile piers
26.0' 1905 E-45 E-50 Three Mile Creek
M-29.24 1-125' Thr. Riv. Truss brick piers
on piles
34.0' 1906 E-45 E-50 Buckatunna Ck.
M-86.08 1-66' 6" Reinf. Con. Arch Concrete 55.0' 1906 E-50 E-50 Limestone Ck.
M-94.99 1-153' 9" Thr. P. C. Pratt Tru. Brick piers 50.0' 1902 E-45 E-50 Chickasawhay Riv.
M-97.75 1-125' Thr. Riv. Truss Brick piers 37.0' 1906 E-45 E-50 Shubuta Creek
M-107.07 1-125' Thr. Riv. Truss Brick piers 55.3' 1906 E-45 E-50 Chickasawhay Riv
M.107.90 1-36' B.D. I Beam Span Creosoted
pile piers
20.0' 1926 E-60 E-70 Underpass near Quitman, Miss.
M-122.37 1-150' Thr. Riv. Warren Tr. brick piers 36.0' 1924 E-45 E-50 Okatibbee Creek
M-129.16 1-101' Thr. Pl. Gird brick piers 32.0' 1905 E-45 E-50 Okatibbee Creek
M-162.87 1-150' Thr. P. C. Truss Brick piers
1 encased
40.0' 1906 E-45 E-50 Sucarnochee Ck.
M187.07 1-50' Deck Pl. Gird. Pln Conc.
abutments
16.0' 1926 E-60 E-70 Shuqulak Creek
M-193.62 1 60' 11 1/2" Thr. Pl. Gird brick piers 20.0' 1905 E-45 E-50 Dry Creek
M-196.92 1-106' Riv. Pony truss brick piers 22.0' 1902 E-45 E-50 Noxubee Creek
M-211.25 3 spans I beams ballast
skewed - lq = 120' +/-
concrete
piers
18.5' 1939 E-72 E-72 Underpass Hwy 25
Crawford, Miss.
M-222.03 1-60' Thr. Pl. Gird Reinf.
Conc.
18.6' 1937 E-72 E-72 Catalpa Creek
M-227.81 1-150' Thr. P. C. Truss
1-40' I Beam
Brk piers &
Conc.
abutments
50.0' 1905
1937
E-45
E-60
E-50
E-70
Tibbee Creek
M-264.74 1 50' Deck Pl. Gird Concrete
piers
20.9' 1926 E-60 E-60 Tallibinella Creek
M-266.63 2 50' Deck Pl Gird conc piers
brk abut
24.0' 1905 E-45 E-45 Tuchalubba Creek
M-268.27 2-45' Deck Pl Gird
3 Girders per span
1 conc pier
1 brk pier
24.0' 1886
1916
  E-50 Chiwappa Creek
M-268.66 1 50' Deck Pl Gird
3 Girders in span
Concrete
piers
13.3' 1916   E-45 Chiwappa Canal
M-270.29 1 50' Deck Pl. Gird. concrete
on piles
24.0' 1907 E-45   Coonewah Canal
M-278.60 1-80' Thr. Pl. Gird concrete
abutments
21.0' 1912 E-45   Kings Creek
M-281.33 1-80' Thr. Pl. Gird. creosoted
pile pier
28.0' 1925 E-45   Town Creek
M-282.92 1-51' 6" Deck Pl. Gird creosoted
pile pier
25.0' 1928 E-60   Mud Creek Canal
M-294.81 1-39' 6" Deck Pl. Gird creosoted
pile pier
22.0' 1929 E-60   Campbell Town Ck.
M-295.79 1-40' I Beam span creosoted
pile pier
14.0' 1935 E-72   Canal
M-301.54 1-50' Deck Pl. Gird.
1-50' Deck Pl Gird.
2 creo pile
& 2 conc
31.6' 1917
1924
E-45
E-60
  Twenty Mile Creek
M-321.08 1-80' Thr. Pl. Gird Concrete
abutments
20.0' 1913 E-45   Tuscumbia Canal
M-337.91 1-51' 6" Deck Pl Gird creosoted
pile pier
18.3' 1928 E-60   Mud Creek
M-368.46 1-25' 10" Ballast Dk I Beam creosoted
pile pier
23.0' 1930 E-60   Sugar Creek
M-383.46 1-20' 10" I Beam
1 101' Thr. Pl. Gird
1 60' Deck Pl. Gird
Concrete
piers &
abutment
28.9' 1940
1918
1940
E-45   South Fork, Forked
Deer River Canal
M-385.08 1-20' I Beam Span
North bound
stone
abutments
19.3' 1902 E-45 E-70 Underpass N.C. & St. L. Ry
M-385.08 1-20' I Beam Span
South bound
stone
abutments
19.3' 1902 E-45 E-60 Underpass N.C. & St. L. Ry
M-400.01 1-75' Thr. Pl. Gird creosoted
pile pier
25.0' 1902 E-45 E-50 Middle Fork, Forked
Deer River Canal
M-401.50 1-36' 10" I Beam Span creosoted
pile pier
14.5' 1929 E-60 E-72 Canal
M-415.84 1-75' Thr. Pl. Gird concrete
piers
22.0' 1905 E-45 E-50 North Fork, Forked
Deer River
M-436.12 1-50' Deck Pl. Girder creosoted
pile pier
20.0' 1921 E-45 E-45 Rutherford Fork
Obion River
M-436.58 1-50' Deck Pl. Gird. creosoted
pile pier
20.0' 1921 E-45 E-45 Obion River Canal
M-440.85 2-75' Thr. Pl. Gird.
Total 150'
concrete
piers &
abutments
22.0' 1905 E-45 E-50 North Fork Obion River
M-443.31 1-52' 6" Deck Pl. Gird creosoted
pile pier
20.9' 1924 E-60 E-65 Hauser Creek
M-460.01 1-50' Deck Pl. Gird creosoted
pile pier
19.3' 1924 E-60 E-65 Bayou de Chien
M-466.11 1-75' Thr. Pl. Gird concrete
piers
20.0' 1902 E-45 E-50 Obion Creek
M-534.82 1-31' 5" Deck. Pl. Gird concrete
encased
bk piers
18.0' 1912 E-55 E-55 Clear Creek
M-549.02 2-20' 3" Reinf Conc Slabs.
Total = 40' 6"
1-196' Thr. Riv Truss
stone &
concrete
6.0' 1912   E-45 Sugar Creek
M-554.21 4-55' Deck Pl. Gird.
total = 416'
stone &
concrete
30.0' 1911 E-55 E-55 Big Muddy River
M-570.04 2-29' 3" Ballast Dk. I beam
1-40' 3" Ballast Dk I beam
Total = 98' 9"
concrete
piers &
abutments
18.7' 1937 E-50 E-55 Underpass Hwy 10 Ava, Ill.
M-601.75 1-110' Thr. Riv. Truss
1-200' Thr. Riv. Draw
Total = 310'
encased
piers &
abutments
39.0' 1905
1907
E-45 E-50 Okaw River
M-614.85 1-24' 3", 1-37' 3", 1-24' 3"
I Beam spans
Total = 74' 0"
concrete
piers &
abutments
18.7' 1937 E-72 E-72 Underpass Hwy 3
near Burksville, Ill
M-629.41 1-47' Deck Pl. Gird concrete
piers
30.0' 1923 E-60 E-70 Underpass Hwy 3
Columbia, Ill.
M639.90 2-51' Deck Pl. Gird
2-53' Deck Pl Gird
1-76' Deck Pl Gird
Total = 284'
concrete
piers
39.7' 1918
1919
E-45 E-45 Prairie du Pont canal
Ex. M. &. O. R. R.                                                                                                        Montgomery District
MB-13.06 1-39'6" I beam span concrete
piers
16.0' 1939 E-60 E-65 Underpass Hwy 45
Columbus, Miss
MB-13.42 1-178' Thr. P. C. Truss
1-208' Thr. Riv. Truss
Total = 386'
brick piers 64.0 1905 E-45 E-50.1
E-47.7
Tombigbee River
MB-15.64 1-120' Thr. Riv Truss brick piers 38.0' 1934 E-45 E-51.8 Luxapalila Creek
MB-50.26 1-102' 9" Thr. Pl Gird. concrete
abutments
18.5' 1938 E-72 E-72 Underpass Gordo, Ala.
MB-60.42 1-148' 9" Thr. P. C. Truss steel
cylinders
20.0 1907 E-45 E-51 Sipsey River
MB-73.09 1-62' Deck Pl Gird concrete
piers
  1925 E-50 E-60 Underpass Northport, Ala
MB-73.09 1-25' Deck Pl Gird
1-82' Deck Pl Gird
1-175' Deck Truss Span
1-275' Thr Truss span
1-92' Deck Plate Gird
Total = 701' 0"
stone piers 107.0' 1910
1910
1897
1897
1897
 
E-52

E-50
E-45
Warrior River
MB-108.97 1-200' Tru Truss Span concrete
piers
50.0' 1897   E-50 Cahaba River
MB-168.71 1-28' 6" Deck Pl Gird concrete
abutments
24.0' 1925 E-60   Underpass Prattville, Ala
MB-173.84 2-92' Deck Pl Gird
1-325' Thr Truss
1-318' Draw span
Total = 827' 0"
brick piers 83.0' 1897 E-45   Alabama River
Ex. M. & O. R. R.                                                                                                                Warrior Branch
MC-8.45 1-125' Thr. Truss concrete
piers
50.0' 1905 E-45   Hurricane Creek

TURNTABLES

LOCATION LENGTH YEAR
Ex G. M. & N.
Frascati 60'  
Laurel 80' 1912
Louisville 80' 1912
New Albany 80' 1920
N.O.G.N.
Bogalusa 60'  
Mobile 60'  
Meridian 90' 1928
Okolona 90' 1929
Iselin 100' 1924
Tamms 90' 1923
Tolson 100' 1929
Ex. M. & O.
Tuscaloosa 60'  
Montgomery 75'  
Starkville Branch
Starkville 60'  

December 10, 2008