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