Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
---|---|---|---|---|---|---|---|---|---|---|---|---|
NBI report Bridgehunter | S MILL ST | TOWN CREEK | SEC 3 T 5N R 1E | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1914 | -- | 30.8 | 90.9 | Poor | 36.1 | SA2500000000105 |
NBI report | MONUMENT ST | TOWN CREEK | SEC 4 T 5N R 1E | Concrete Tee beam (2 spans) | -- | 1920 | -- | 29.9 | 60.0 | Poor | 35.5 | SA2500000000110 |
NBI report Bridgehunter | SILAS BROWN | PEARL RIVER | SEC_10_T 5N_R 1E | Concrete Arch - Deck | -- | 1925 | -- | 191.0 | 1010.5 | Fair | 59.2 | SA2500000000128 |
NBI report | US 80 | CNIC RR/WEST STREET | 0.3 MI W US 51 | Steel Stringer/Multi-beam or girder | -- | 1938 | -- | 65.0 | 384.9 | Fair | 65.8 | 210008002504600 |
NBI report Bridgehunter | US 80 | US 51, ABANDONDED RR | US 80 OVER US 51 | Steel Stringer/Multi-beam or girder | -- | 1938 | -- | 65.0 | 585.0 | Fair | 71.5 | 210008002504630 |
NBI report Bridgehunter | US 80 | PEARL RIVER | 0.1 MI E US 51 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1938 | -- | 120.1 | 1170.0 | Poor | 58.3 | 210008002504640 |
NBI report | US 80 | CREEK | 0.6 MI E I 220 | Concrete Culvert | -- | 1939 | -- | 23.6 | 24.0 | Good | 83.1 | 210008002504240 |
NBI report | US 80 | LYNCH CREEK | 1.7 MI E I 220 | Concrete Culvert (3 spans) | -- | 1939 | -- | 16.1 | 73.2 | Good | 81.5 | 210008002504420 |
NBI report | US 80 | LYNCH CREEK | 2.3 MI E I 220 | Concrete Culvert (2 spans) | -- | 1939 | 1997 | 9.8 | 30.8 | Good | 84.0 | 210008002504470 |
NBI report Bridgehunter | WOODROW WILSON | ICGRR (MILL STREET) | SEC 33 T 6N R 1E | Steel Stringer/Multi-beam or girder (21 spans) | -- | 1940 | -- | 88.9 | 938.0 | Fair | 51.4 | SA2500000000260 |
NBI report | CENTRAL ST | TRIB LYNCH CREEK | SEC 5 T 5N R 1E | Concrete Culvert (3 spans) | -- | 1948 | -- | 7.9 | 26.9 | Good | 92.4 | SA2500000000117 |
NBI report | TERRY RD | LYNCH CR | SEC 9 T 5N R 1E | Concrete Culvert (3 spans) | -- | 1950 | -- | 16.1 | 49.9 | Good | 81.7 | SA2500000000127 |
NBI report | TERRY RD | CANEY CR | SEC 31 T 5N R 1E | Concrete Stringer/Multi-beam or girder (6 spans) | -- | 1952 | -- | 24.9 | 158.1 | Fair | 41.2 | SA2500000000158 |
NBI report | BELL ST | TRIB TOWN CREEK | SEC 34 T 6N R 1E | Concrete Culvert (2 spans) | -- | 1953 | -- | 12.1 | 25.9 | Good | 100.0 | SA2500000000262 |
NBI report | MT VERNON | LYNCH CREEK | SEC 31 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1953 | -- | 14.1 | 45.9 | Good | 100.0 | SA2500000000248 |
NBI report | I 55 | WHITE OAK CREEK | 0.4 MI N BEASLEY RD | Concrete Culvert (3 spans) | -- | 1954 | -- | 16.1 | 74.2 | Good | 77.9 | 11000550251016B |
NBI report | ELLIS AVE | LYNCH CREEK | SEC 6 T 5N R 1E | Concrete Slab (3 spans) | -- | 1955 | -- | 40.0 | 102.0 | Good | 86.8 | SA2500000000119 |
NBI report | GREYMONT ST | SMALL UNNAMED STREAM | SEC 35 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1955 | -- | 7.9 | 26.6 | Good | 99.9 | SA2500000000265 |
NBI report | LAUREL ST | LARGE STREAM | SEC 35 T 6N R 1E | Concrete Culvert (2 spans) | -- | 1955 | -- | 9.8 | 22.0 | Good | 99.9 | SA2500000000266 |
NBI report | LINBERG DR | LYNCH CREEK | SEC 36 T 6N R 1W | Concrete Culvert | -- | 1955 | -- | 20.0 | 20.0 | Good | 100.0 | SA2500000000268 |
NBI report | LINBURG DR | LYNCH CREEK | SEC 36 T 6N R 1W | Concrete Culvert | -- | 1955 | -- | 23.0 | 23.0 | Good | 100.0 | SA2500000000269 |
NBI report | LYNCH ST | LYNCH CREEK | SEC 5 T 5N R 1E | Concrete Slab (3 spans) | -- | 1955 | -- | 40.0 | 102.0 | Good | 69.6 | SA2500000000116 |
NBI report | ROBINSON ST | LYNCH CREEK | SEC 6 T 5N R 1E | Concrete Culvert (3 spans) | -- | 1955 | -- | 22.0 | 60.4 | Good | 71.7 | SA2500000000120 |
NBI report | ST ANN ST | UNNAMED LARGE CHANNEL | SEC 35 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1955 | -- | 6.6 | 22.3 | Good | 99.9 | SA2500000000267 |
NBI report | ELLIS AVE | TRIB LYNCH CREEK | SEC 7 T 5N R 1E | Concrete Culvert (2 spans) | -- | 1956 | -- | 14.1 | 29.9 | Good | 96.4 | SA2500000000123 |
NBI report | HOLDEN ST | LYNCH CREEK | SEC 31 T 6N R 1E | Concrete Channel beam | -- | 1956 | -- | 29.9 | 29.9 | Fair | 75.5 | SA2500000000249 |
NBI report | MONUMENT ST | TRIB TOWN CR | SEC 4 T 5N R 1E | Concrete Culvert (2 spans) | -- | 1956 | -- | 18.0 | 41.0 | Good | 83.4 | SA2500000000111 |
NBI report | US 51 | GALLATIN STREET | 0.7 MI N I 20 | Steel Stringer/Multi-beam or girder | -- | 1956 | -- | 75.1 | 139.1 | Fair | 89.0 | 210005102509580 |
NBI report | I 55 | HARDY CREEK | 0.2 MI N DANIEL LAKE INT | Concrete Culvert | -- | 1956 | 1959 | 25.9 | 29.9 | Fair | 67.4 | 110005502508990 |
NBI report | I 55 | THREE MILE CREEK | 0.2 MI N MCDOWELL RD | Concrete Culvert (2 spans) | -- | 1956 | 1969 | 16.1 | 34.1 | Good | 80.3 | 110005502509090 |
NBI report | US 51 | CNIC RR | JCT I 20 | Steel Stringer/Multi-beam or girder | -- | 1956 | 1969 | 60.0 | 299.9 | Good | 90.6 | 210005102509510 |
NBI report | US 51 | LYNCH CREEK | 0.1 MI N I 20 WEST BOUND | Concrete Culvert (3 spans) | -- | 1956 | 1969 | 18.0 | 86.0 | Good | 83.9 | 210005102509560 |
NBI report | N WEST ST | ILL CENTRAL GULF RR | SEC 22 T 6N R 1E | Concrete Channel beam (7 spans) | -- | 1957 | -- | 26.9 | 189.0 | Fair | 59.9 | SA2500000000224 |
NBI report | PRIMOS AVE | TRIB OF LYNCH CREEK | SEC 6 T 5N R 1E | Concrete Channel beam | -- | 1957 | -- | 24.0 | 24.9 | Good | 79.5 | SA2500000000122 |
NBI report Bridgehunter | STATE ST | TOWN CR | SEC 10 T 5N R 1E | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1957 | -- | 40.0 | 120.1 | Fair | 65.4 | SA2500000000132 |
NBI report | FLAG CHAPEL RD | BRANCH OF BOGUE CHITTO | SEC 14 T 6N R 1W | Concrete Culvert (4 spans) | -- | 1958 | -- | 8.9 | 36.1 | Good | 98.8 | SA2500000000413 |
NBI report | STATE ST FRONTAGE | TOWN CREEK | SEC 10 T 5N R 1E | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1958 | -- | 40.0 | 120.1 | Fair | 70.1 | SA2500000000404 |
NBI report | ELTON ROAD | I 55 | ELTON RD INTERSECTION | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1959 | -- | 66.9 | 229.0 | Fair | 51.4 | 510005502508730 |
NBI report | SAVANNA STREET | I 55 | 2.4 MI S I55S/I20W | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1959 | -- | 69.9 | 215.9 | Fair | 60.0 | 510005502508890 |
NBI report | SOUTH WEST STREET | TOWN CREEK | SEC 10 T 5N R 1E | Steel Stringer/Multi-beam or girder (3 spans) | Closed | 1959 | -- | 40.0 | 120.1 | Poor | 18.9 | SA2500000000129 |
NBI report | MCRAVEN | BCH OF BAKERS CREEK | SEC 4 T 5N R 1W | Concrete Channel beam | -- | 1960 | -- | 30.8 | 30.8 | Fair | 79.0 | SA2500000000115 |
NBI report | N. WEST STREET | EUBANKS CREEK | SEC 22 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1960 | -- | 12.1 | 38.1 | Good | 84.5 | SA2500000000225 |
NBI report | OLD CANTON RD | HANGING MOSS CREEK | SEC 13 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1960 | -- | 20.0 | 67.3 | Good | 83.5 | SA2500000000215 |
NBI report | DIXON RD | BCH LYNCH CREEK | SEC 1 T 5N R 1W | Concrete Channel beam (3 spans) | -- | 1961 | -- | 30.8 | 68.9 | Fair | 26.0 | SA2500000000102 |
NBI report | GRIFFITH ST | TOWN CREEK | SEC 3 T 5N R 1E | Concrete Culvert (4 spans) | -- | 1961 | -- | 21.0 | 84.0 | Good | 99.9 | SA2500000000109 |
NBI report | HAWTHORNE ST | EUBANKS CR | SEC 23 T 6N R 1E | Concrete Slab (3 spans) | Closed | 1961 | -- | 20.0 | 56.1 | Poor | 39.9 | SA2500000000232 |
NBI report | NORTHVIEW DR | EUBANKS CR | SEC 22 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1961 | -- | 12.1 | 39.4 | Good | 99.6 | SA2500000000227 |
NBI report | COMMERCE PARK | SMALL DITCH | SEC 27 T 6N R 1E | Concrete Channel beam | -- | 1962 | -- | 30.8 | 30.8 | Good | 100.0 | SA2500000000238 |
NBI report | DANIEL LAKE ROAD | I 55 | 1.6 MI S I55S/I20W | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1962 | -- | 69.9 | 216.9 | Fair | 69.0 | 510005502508970 |
NBI report | LORENZ BLVD | SMALL DITCH | SEC 27 T 6N R 1E | Concrete Channel beam | -- | 1962 | -- | 30.8 | 30.8 | Good | 99.0 | SA2500000000239 |
NBI report | N STATE ST | EUBANKS CR | SEC 23 T 6N R 1E | Concrete Culvert | -- | 1962 | -- | 19.4 | 20.3 | Good | 62.5 | SA2500000000228 |
NBI report | W WOODROW WILSON | TRIB TOWN CRK | SEC 32 T 6N R 1E | Concrete Culvert (2 spans) | -- | 1962 | -- | 12.1 | 25.9 | Good | 66.0 | SA2500000000251 |
NBI report | WOODROW WILSON | TOWN CR | SEC 32 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1962 | -- | 18.0 | 58.1 | Fair | 77.7 | SA2500000000250 |
NBI report | FORTIFICATION ST | TOWN CREEK | SEC 4 T 5N R 1E | Concrete Culvert (3 spans) | -- | 1964 | -- | 18.0 | 58.1 | Good | 99.3 | SA2500000000112 |
NBI report | GALLATIN STREET | LYNCH CREEK | UNDER I 20 W BRIDGE 45.8 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1964 | -- | 50.9 | 206.0 | Good | 78.7 | 10000200250460A |
NBI report | GALLATIN STREET | LYNCH CREEK | UNDER I 20 W BRIDGE 45.8 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1964 | -- | 50.9 | 206.0 | Good | 79.7 | 10000200250460B |
NBI report | COOPER RD | CANY CREEK | SEC 24 T 5N R 1E | Concrete Culvert (2 spans) | -- | 1965 | -- | 20.0 | 53.2 | Good | 83.3 | SA2500000000150 |
NBI report | I 20 | PEARL RIVER | HINDS/RANKIN CL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 129.9 | 1232.0 | Fair | 61.5 | 11000200250464A |
NBI report | MAPLE STREET | TRIB TOWN CREEK | SEC 33 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1965 | -- | 9.8 | 33.1 | Good | 100.0 | SA2500000000259 |
NBI report | MORSON RD | TRIB LYNCH CREEK | SEC 1 T 5N R 1W | Concrete Channel beam | -- | 1965 | -- | 30.8 | 30.8 | Fair | 99.0 | SA2500000000101 |
NBI report | SEDGEWICK DR | PURPLE CR | SEC_ 8_T 6N_R 2E | Concrete Tee beam (2 spans) | -- | 1965 | -- | 44.0 | 88.9 | Fair | 73.6 | SA2500000000281 |
NBI report | SMALLWOOD DR | CANEY CREEK | SEC 24 T 5N R 1W | Concrete Channel beam (3 spans) | -- | 1965 | -- | 40.0 | 78.1 | Fair | 63.5 | SA2500000000151 |
NBI report Bridgehunter | I 20 | PEARL RIVER | HINDS/RANKIN CL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | 1998 | 129.9 | 1312.1 | Fair | 80.0 | 11000200250464B |
NBI report | SR 25 | PEARL RIVER RELIEF | 1.6 MI N I 55 | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1965 | 2001 | 40.0 | 319.9 | Fair | 97.1 | 31000250250016A |
NBI report | SR 25 | PEARL RIVER RELIEF | 1.6 MI N I 55 | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1965 | 2001 | 40.0 | 319.9 | Fair | 97.1 | 31000250250016B |
NBI report | SR 25 | PEARL RIVER | 1.7 MI N I 55 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | 2001 | 120.1 | 1180.2 | Fair | 96.1 | 31000250250017A |
NBI report | SR 25 | PEARL RIVER | 1.7 MI N I 55 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | 2001 | 120.1 | 1140.1 | Fair | 96.1 | 31000250250017B |
NBI report | ERIE ST | TRIB TOWN CREEK | SEC 33 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1966 | -- | 9.8 | 33.1 | Good | 100.0 | SA2500000000256 |
NBI report | I 20 | WIGGINS ROAD | 5.1 MI E NATCHEZ TRACE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 69.9 | 192.9 | Fair | 88.6 | 11000200250397A |
NBI report | I 20 | WIGGINS ROAD | 5.1 MI E NATCHEZ TRACE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 69.9 | 192.9 | Fair | 88.6 | 11000200250397B |
NBI report | I 20 | TERRY ROAD | 3.5 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1966 | -- | 69.9 | 252.0 | Good | 73.4 | 11000200250446A |
NBI report | I 20 | TERRY ROAD | 3.5 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1966 | -- | 69.9 | 252.0 | Good | 87.8 | 11000200250446B |
NBI report | I 20 | I 55 TO TERRY ROAD | 3.7 MI E SR 18 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1966 | -- | 115.2 | 300.9 | Good | 74.2 | 11000200250449A |
NBI report | I 20 | I 55 TO I 20 WEST | 3.7 MI E SR 18 | Steel Stringer/Multi-beam or girder (12 spans) | -- | 1966 | -- | 134.8 | 979.1 | Fair | 74.5 | 11000200250449B |
NBI report | I 20 | CNIC RR | 0.2 MI E I 55 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1966 | -- | 69.9 | 313.0 | Good | 85.0 | 11000200250452B |
NBI report | I 20 | CNIC RR | 0.2 MI E I 55 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1966 | -- | 69.9 | 313.0 | Fair | 83.9 | 11000200250452C |
NBI report | I 20 | CNIC RR, RAMP | 0.1 MI W RANKIN CL | Prestressed Stringer/Multi-beam or girder (10 spans) | -- | 1966 | -- | 69.9 | 582.0 | Good | 67.1 | 11000200250462A |
NBI report | I 20 | CNIC RR, RAMP | 0.1 MI W RANKIN CL | Prestressed Stringer/Multi-beam or girder (11 spans) | -- | 1966 | -- | 69.9 | 722.1 | Good | 72.2 | 11000200250462B |
NBI report | I 20 S STATE RAMP | CNIC RR | 0.1 MI W RANKIN CL | Concrete Box Beam or girders - Single or Spread (5 spans) | -- | 1966 | -- | 80.1 | 832.1 | Fair | 82.9 | 170002002504620 |
NBI report | I 20 SOUTH FRT RD | CNIC RR | 0.2 MI E JCT I-55 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1966 | -- | 69.9 | 313.0 | Good | 81.9 | 18000200250452D |
NBI report | I 20E I55N | GALLATIN ST LYNCH CK | 0.8 MI E I 55/I 20W | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1966 | -- | 80.1 | 839.9 | Fair | 69.9 | 110002002504590 |
NBI report | I 55 | LAUREL ST,ABANDONED RR | 3.2 MI N JCT I 55 I 20 | Prestressed Stringer/Multi-beam or girder (6 spans) | -- | 1966 | -- | 61.0 | 514.1 | Fair | 70.3 | 11000550250963A |
NBI report | I 55 | LAUREL ST,ABANDONED RR | 3.2 MI N JCT I 55 I 20 | Prestressed Stringer/Multi-beam or girder (12 spans) | -- | 1966 | -- | 61.0 | 875.0 | Fair | 70.3 | 11000550250963B |
NBI report | I 55 | EUBANKS CREEK | 0.2 MI N SR 25 | Concrete Culvert (3 spans) | -- | 1966 | -- | 17.1 | 56.1 | Good | 70.6 | 110005502509760 |
NBI report | I 55 SOUTH | I 55 RAMP TO WW DRIVE | I 55S OVER I 55N TO WW DR | Concrete Box Beam or girders - Single or Spread (5 spans) | -- | 1966 | -- | 89.9 | 612.9 | Good | 67.7 | 110005502509690 |
NBI report | I20W I55S | GALLATIN ST LYNCH CK | 0.8 MI E I 55S/ I 20W | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1966 | -- | 80.1 | 880.0 | Fair | 82.8 | 110002002504580 |
NBI report | I55 NB TO I20WB | I20 WB TO I55SB AND US51 | 0.4 MI N MCDOWELL RD | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1966 | -- | 100.1 | 432.1 | Fair | 77.0 | 170005502509120 |
NBI report | I55N RAMP TO WW DR | WW DR TO I 55N RAMP | I 55N RAMP OVER WW DR | Concrete Box Beam or girders - Single or Spread (5 spans) | -- | 1966 | -- | 89.9 | 426.9 | Fair | 79.0 | 170005502509700 |
NBI report | MCDOWELL RD | CANEY CREEK | SEC 13 T 5N R 1W | Concrete Channel beam (3 spans) | -- | 1966 | -- | 30.8 | 68.9 | Poor | 7.0 | SA2500000000135 |
NBI report | MCDOWELL RD | HARDY CR | SEC 18 T 5N R 1E | Concrete Culvert (2 spans) | -- | 1966 | -- | 12.1 | 26.9 | Good | 83.1 | SA2500000000144 |
NBI report | RAMP A (I 20) | TERRY RD | 3.5 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1966 | -- | 69.9 | 252.0 | Good | 78.2 | 17000200250446C |
NBI report | RIVERSIDE DRIVE | I 55 | 0.6 MI S SR 25 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 86.9 | 162.1 | Good | 71.4 | 51000550250967A |
NBI report | RIVERSIDE DRIVE | I 55 | 0.6 MI S SR 25 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 86.9 | 162.1 | Good | 73.4 | 51000550250967B |
NBI report | ROBINSON ROAD EXT | I 20 | 0.3 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1966 | -- | 69.9 | 381.9 | Fair | 75.2 | 510002002504140 |
NBI report | TERRY RD TO I 20 | RAMP I 20E TO I 55S | 3.6 MI E SR 18 | Concrete Box Beam or girders - Single or Spread (7 spans) | -- | 1966 | -- | 80.1 | 412.1 | Good | 91.9 | 170002002504480 |
NBI report | I 20 NORTH FRT RD | CNIC RR | 0.2 MI E JCT I-55 | Prestressed Stringer/Multi-beam or girder (6 spans) | -- | 1966 | 1976 | 69.9 | 342.9 | Good | 81.9 | 18000200250452A |
NBI report | I 20 E TO I 55 N | OVER I 20 WB | JCT I 55 & I 20 | Concrete Box Beam or girders - Single or Spread (17 spans) | -- | 1966 | 1998 | 109.9 | 1317.0 | Fair | 83.6 | 110005506109310 |
NBI report | ASH ST | TRIB TOWN CREEK | SEC 33 T 6N R 1E | Concrete Culvert (2 spans) | -- | 1967 | -- | 12.1 | 25.9 | Good | 100.0 | SA2500000000253 |
NBI report | BEASLEY RD | TRIB HANGING MOSS CR | SEC 3 T 6N R 1E | Concrete Channel beam (3 spans) | -- | 1967 | -- | 30.8 | 68.9 | Fair | 76.6 | SA2500000000192 |
NBI report | FORTIFICATION ST | ABANDONED RAILROAD | 0.1 MI W OF I 55 MP 95.7 | Prestressed Stringer/Multi-beam or girder (7 spans) | -- | 1967 | -- | 50.9 | 358.9 | Good | 76.9 | 170005502509570 |
NBI report | FORTIFICATION ST | ABANDONED RAILROAD | 0.1 MI W OF I 55 MP 95.7 | Prestressed Stringer/Multi-beam or girder (7 spans) | -- | 1967 | -- | 50.9 | 358.9 | Good | 76.9 | 17000550250957C |
NBI report | FORTIFICATION ST | I 55 | 2.6 MI N I 20 | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1967 | -- | 90.9 | 339.9 | Fair | 60.6 | 51000550250957A |
NBI report | FORTIFICATION ST | I 55 | 2.6 MI N I 20 | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1967 | -- | 90.9 | 339.9 | Fair | 60.6 | 51000550250957B |
NBI report | I 55 | PEARL PASGAGOULA ST | 1.7 MI N JCT I 55 I 20 | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1967 | -- | 50.9 | 398.0 | Good | 70.9 | 11000550250948A |
NBI report | I 55 | PEARL PASGAGOULA ST | 1.7 MI N JCT I 55 I 20 | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1967 | -- | 50.9 | 398.0 | Fair | 71.9 | 11000550250948B |
NBI report | I 55 | HIGH STREET | 1.9 MI N JCT I 55 I 20 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1967 | -- | 50.9 | 287.1 | Good | 91.9 | 11000550250951A |
NBI report | I 55 | HIGH STREET | 1.9 MI N JCT I 55 I 20 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1967 | -- | 50.9 | 287.1 | Good | 73.4 | 11000550250951B |
NBI report | I 55 RAMP A | RAMP B AT HIGH ST | 1.8 MI N INT I 55 I 20 | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1967 | -- | 87.9 | 408.2 | Fair | 78.5 | 170005502509490 |
NBI report | RIDGEWOOD RD | HANGING MOSS CREEK | SEC 13 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1967 | -- | 18.0 | 55.1 | Good | 66.9 | SA2500000000214 |
NBI report | SR 18 | ROBINSON RD, LYNCH ST | 0.4 MI E I 20 | Prestressed Stringer/Multi-beam or girder (9 spans) | -- | 1967 | -- | 69.9 | 550.9 | Fair | 75.1 | 31000180250561A |
NBI report | SR 18 | ROBINSON RD, LYNCH ST | 0.4 MI E I 20 | Prestressed Stringer/Multi-beam or girder (9 spans) | -- | 1967 | -- | 69.9 | 573.2 | Good | 73.0 | 31000180250561B |
NBI report | I 55 | PEARL RIVER CHANNEL | 1.2 MI N JCT I 55 I 20 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1967 | 1997 | 129.9 | 1032.2 | Fair | 88.3 | 11000550250943A |
NBI report | I 55 | US 80/KCS RR | I 55 OVER US 80 | Prestressed Stringer/Multi-beam or girder (45 spans) | -- | 1967 | 1997 | 69.9 | 2748.2 | Good | 86.4 | 11000550610934A |
NBI report | I 55 | PEARL RIVER CHANNEL | 1.2 MI N JCT I 55 I 20 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1967 | 1998 | 129.9 | 1032.2 | Fair | 80.6 | 11000550250943B |
NBI report | I 55 | US 80/KCS RR | I 55 OVER US 80 | Prestressed Stringer/Multi-beam or girder (42 spans) | -- | 1967 | 1998 | 69.9 | 2552.0 | Good | 85.7 | 11000550610934B |
NBI report | I 20 | WEST HIGHLAND DRIVE | 1.6 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1968 | -- | 60.0 | 182.1 | Fair | 83.2 | 11000200250426A |
NBI report | I 20 | WEST HIGHLAND DRIVE | 1.6 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1968 | -- | 60.0 | 182.1 | Fair | 69.3 | 11000200250426B |
NBI report | I 20 | LYNCH CREEK | 2.8 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1968 | -- | 69.9 | 212.9 | Fair | 85.4 | 11000200250439A |
NBI report | I 20 | LYNCH CREEK | 2.8 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1968 | -- | 69.9 | 212.9 | Poor | 83.2 | 11000200250439B |
NBI report | SR 25 | EUBANKS CREEK | 0.2 MI N I 55 | Concrete Culvert (3 spans) | -- | 1968 | -- | 17.1 | 56.1 | Good | 80.3 | 310002502500020 |
NBI report | I 20 | LYNCH ST, ABANDONED RR | 0.9 MI W SR 18 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1969 | -- | 75.1 | 323.2 | Fair | 88.8 | 11000200250399A |
NBI report | I 20 | LYNCH ST, ABANDONED RR | 0.9 MI W SR 18 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1969 | -- | 75.1 | 323.2 | Fair | 88.8 | 11000200250399B |
NBI report | I 20 | GIBRALTOR STREET | 2.0 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1969 | -- | 60.0 | 162.1 | Fair | 74.3 | 11000200250431A |
NBI report | I 20 | GIBRALTOR STREET | 2.0 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1969 | -- | 60.0 | 162.1 | Fair | 86.0 | 11000200250431B |
NBI report | I 20 | ELLIS AVENUE | 2.3 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 65.9 | 232.0 | Good | 87.0 | 11000200250435A |
NBI report | I 20 | ELLIS AVENUE | 2.3 MI E SR 18 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 65.9 | 232.0 | Fair | 87.0 | 11000200250435B |
NBI report | I 20 | VALLEY ST/LYNCH CREEK | 3.2 MI E SR 18 | Steel Stringer/Multi-beam or girder (20 spans) | -- | 1969 | -- | 100.1 | 1286.2 | Fair | 74.6 | 11000200250441A |
NBI report | I 20 | VALLEY ST/ LYNCH CREEK | 3.2 MI E SR 18 | Steel Stringer/Multi-beam or girder (17 spans) | -- | 1969 | -- | 96.1 | 1110.0 | Good | 88.5 | 11000200250441B |
NBI report | I 220 | I 20 WEST | I20E TO I 220N OVER I 20W | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1969 | -- | 180.1 | 432.1 | Fair | 90.9 | 11002200250001A |
NBI report | I 220 | I 20 WEST | I220S TO I 20E OVER I 20W | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1969 | -- | 170.0 | 432.1 | Fair | 92.6 | 11002200250001B |
NBI report | I 220S TO I 20E | I 220 NORTH | 0.2 MI N I 20 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 120.1 | 297.9 | Fair | 91.6 | 110022002500020 |
NBI report | I 55 | MCDOWELL ROAD | 0.6 MI S JCT I55S I20W | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1969 | -- | 100.1 | 220.2 | Fair | 83.4 | 110005502509070 |
NBI report | LIVINGSTON RD | HANGING MOSS CR | SEC 9 T 6N R 1E | Concrete Channel beam (5 spans) | -- | 1969 | -- | 30.8 | 131.9 | Fair | 85.5 | SA2500000000203 |
NBI report | MAYES ST | ILL CENTRAL GULF RR | SEC 22 T 6N R 1E | Concrete Channel beam (7 spans) | -- | 1969 | -- | 24.0 | 168.0 | Fair | 12.4 | SA2500000000226 |
NBI report | MCCLURE RD | SMALL DITCH | SEC 34 T 5N R 1W | Concrete Channel beam | -- | 1969 | -- | 30.8 | 30.8 | Fair | 79.3 | SA2500000000162 |
NBI report | OLD CANTON RD | EUBANKS CREEK | SEC 23 T 6N R 1E | Steel Stringer/Multi-beam or girder | -- | 1969 | -- | 60.0 | 60.0 | Good | 69.7 | SA2500000000229 |
NBI report | SR 18 | I 20 | SR 18 OVER I 20 | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1969 | -- | 102.0 | 337.9 | Fair | 77.0 | 31000180250556A |
NBI report | SR 18 | I 20 | SR 18 OVER I 20 | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1969 | -- | 102.0 | 337.9 | Fair | 77.0 | 31000180250556B |
NBI report | I 20 | MCRAVEN ROAD | 0.6 MI W SR 18 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1969 | 2005 | 100.1 | 253.9 | Fair | 79.2 | 11000200250403A |
NBI report | I 20 | MCRAVEN ROAD | 0.6 MI W SR 18 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1969 | 2005 | 100.1 | 253.9 | Fair | 79.2 | 11000200250403B |
NBI report | I 220 | JOHN R. LYNCH STREET | 0.5 MI N I 20 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1970 | -- | 140.1 | 321.9 | Fair | 89.2 | 11002200250005A |
NBI report | ST CHARLES ST | LYNCH CREEK | SEC 6 T 5N R 1E | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1970 | -- | 40.0 | 120.1 | Fair | 86.7 | SA2500000000121 |
NBI report | WATKINS DR | HANGING MOSS CR | SEC 9 T 6N R 1E | Concrete Channel beam (3 spans) | -- | 1970 | -- | 30.8 | 92.9 | Fair | 78.1 | SA2500000000201 |
NBI report | WATKINS DR | TRIB HANGING MOSS CR | SEC 9 T 6N R 1E | Concrete Channel beam | -- | 1970 | -- | 30.8 | 30.8 | Fair | 34.1 | SA2500000000202 |
NBI report | SR 25 | I 55 | SR 25 OVER I 55 | Steel Stringer/Multi-beam or girder (6 spans) | -- | 1970 | 1991 | 78.1 | 347.1 | Fair | 70.0 | 31000250250000A |
NBI report | PEARL ST | JEFFERSON ST & ICGRR | SEC_ 3_T 5N_R 1E | Steel Stringer/Multi-beam or girder (19 spans) | -- | 1971 | -- | 87.9 | 1595.2 | Fair | 76.2 | SA2500000000107 |
NBI report | TERRY RD | THREE MILE CR | SEC 17 T 5N R 1E | Prestressed Stringer/Multi-beam or girder | -- | 1971 | -- | 71.9 | 71.9 | Good | 79.4 | SA2500000000142 |
NBI report | SKYLINE DR | TRIB LYNCH CR | SEC 20 T 6N R 1E | Concrete Channel beam | -- | 1972 | -- | 30.8 | 30.8 | Good | 99.9 | SA2500000000221 |
NBI report | SKYVIEW DR | TRIB LYNCH CR | SEC 20 T 6N R 1E | Concrete Channel beam | -- | 1972 | -- | 30.8 | 30.8 | Good | 99.9 | SA2500000000222 |
NBI report | TERRY RD | HARDY CR | SEC 20 T 5N R 1E | Prestressed Stringer/Multi-beam or girder | -- | 1972 | -- | 71.9 | 71.9 | Good | 79.3 | SA2500000000148 |
NBI report | FORTIFICATION ST | ICGRR - MILL STREET | SEC_ 3_T 5N_R 1E | Steel Stringer/Multi-beam or girder (11 spans) | -- | 1973 | -- | 80.1 | 1132.9 | Good | 71.6 | SA2500000000106 |
NBI report | FLAG CHAPEL ROAD | BOGUE CHITTO CREEK | SEC 14 T 6N R 1W | Concrete Channel beam (3 spans) | -- | 1976 | -- | 30.8 | 68.9 | Fair | 18.0 | SA2500000000409 |
NBI report | I 220 | US 49 | I 220 OVER US 49 | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1976 | -- | 140.1 | 267.4 | Fair | 87.2 | 11002200250051A |
NBI report | I 220 | US 49 | I 220 OVER US 49 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1976 | -- | 140.1 | 267.4 | Fair | 86.5 | 11002200250051B |
NBI report | RAYMOND RD | BIG CREEK | SEC 28 T 5N R 1W B | Concrete Channel beam (5 spans) | Closed | 1976 | -- | 30.8 | 107.0 | Poor | 16.7 | SA2500000000152 |
NBI report | ALYCE ST | CANEY CREEK | SEC 14 T 5N R 1W | Concrete Channel beam (3 spans) | -- | 1977 | -- | 19.0 | 57.1 | Fair | 40.3 | SA2500000000138 |
NBI report | I 220 | JOHN R. LYNCH STREET | 0.5 MI N I 20 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1977 | -- | 134.8 | 315.0 | Fair | 89.2 | 11002200250005B |
NBI report | I 220 | NORTHSIDE DRIVE | 4.8 MI N I 20 | Steel Stringer/Multi-beam or girder (6 spans) | -- | 1977 | -- | 173.9 | 848.1 | Fair | 65.3 | 11002200250048A |
NBI report | I 220 | NORTHSIDE DRIVE | 4.8 MI N I 20 | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1977 | -- | 173.9 | 671.9 | Fair | 83.4 | 11002200250048B |
NBI report | I 220 | DITCH | 0.3 MI N US 49 | Concrete Culvert (2 spans) | -- | 1977 | -- | 12.1 | 36.1 | Good | 80.0 | 110022002500560 |
NBI report | WATKINS DR | BCH HANGING MOSS CR | SEC 4 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1977 | -- | 16.1 | 49.9 | Good | 84.7 | SA2500000000194 |
NBI report | BAILEY AVE | EUBANKS CREEK | SEC 22 T 6N R 1E | Concrete Culvert (2 spans) | -- | 1978 | -- | 14.1 | 29.9 | Fair | 69.3 | SA2500000000223 |
NBI report | CLINTON BLVD | KCS RR | CLINTON BLVD INTCH | Concrete Box Beam or girders - Single or Spread (7 spans) | -- | 1978 | -- | 125.0 | 839.9 | Fair | 79.5 | 11002200250027C |
NBI report | CLINTON BLVD | KCS RR AND BULLARD ST | 1.7 MI N US 80 | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1978 | -- | 154.9 | 495.1 | Fair | 78.5 | 17002200250027D |
NBI report | HANGING MOSS ROAD | I 220 | 4.2 MI N US 49 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1978 | -- | 145.0 | 292.0 | Fair | 92.7 | 510022002500930 |
NBI report | I 220 | US 80 | 0.8 MI N I 20 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1978 | -- | 129.9 | 301.9 | Fair | 75.6 | 11002200250008A |
NBI report | I 220 | US 80 | 0.8 MI N I 20 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1978 | -- | 129.9 | 301.9 | Fair | 80.8 | 11002200250008B |
NBI report | I 220 | ROBINSON STREET | 1.2 MI N I 20 | Prestressed Stringer/Multi-beam or girder | -- | 1978 | -- | 109.9 | 212.0 | Fair | 90.0 | 11002200250012A |
NBI report | I 220 | ROBINSON STREET | 1.2 MI N I 20 | Prestressed Stringer/Multi-beam or girder | -- | 1978 | -- | 109.9 | 212.0 | Fair | 89.0 | 11002200250012B |
NBI report | I 220 | LYNCH CREEK | 1.8 MI N I 20 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 40.0 | 122.1 | Fair | 89.0 | 11002200250018A |
NBI report | I 220 | LYNCH CREEK | 1.8 MI N I 20 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 40.0 | 122.1 | Fair | 89.0 | 11002200250018B |
NBI report | I 220 | LYNCH CREEK | 2.5 MI N I 20 | Concrete Culvert (2 spans) | -- | 1978 | -- | 20.0 | 44.0 | Good | 79.6 | 110022002500250 |
NBI report | I 220 | KCS RR | 2.6 MI N I 20 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1978 | -- | 80.1 | 233.0 | Fair | 77.5 | 11002200250026B |
NBI report | I 220 | KCS RR & CLINTON BLVD | 2.6 MI N I 20 | Concrete Box Beam or girders - Single or Spread (11 spans) | -- | 1978 | -- | 165.0 | 1018.1 | Fair | 78.5 | 11002200250026C |
NBI report | I 220 | CLINTON BLVD/LYNCH CREEK | 2.7 MI N I 20 | Concrete Box Beam or girders - Single or Spread (4 spans) | -- | 1978 | -- | 157.2 | 504.0 | Fair | 75.2 | 11002200250027A |
NBI report | I 220 | INDUSTRIAL DRIVE | 3.6 MI N I 20 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 105.0 | 243.1 | Fair | 87.4 | 11002200250036A |
NBI report | I 220 | INDUSTRIAL DRIVE | 3.6 MI N I 20 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 105.0 | 242.1 | Fair | 88.5 | 11002200250036B |
NBI report | I 220 | DITCH | 0.7 MI N US 49 | Concrete Culvert (2 spans) | -- | 1978 | -- | 9.8 | 30.8 | Good | 80.0 | 110022002500600 |
NBI report | I 220 | METH. HOME RD & CNIC RR | 1.0 MI N US 49 | Prestressed Stringer/Multi-beam or girder (9 spans) | -- | 1978 | -- | 111.9 | 880.0 | Fair | 89.4 | 11002200250061A |
NBI report | I 220 | METH. HOME RD & CNIC RR | 1.0 MI N US 49 | Prestressed Stringer/Multi-beam or girder (9 spans) | -- | 1978 | -- | 111.9 | 915.1 | Fair | 89.4 | 11002200250061B |
NBI report | I 220 | HANGING MOSS CREEK | 2.3 MI N US 49 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 49.9 | 151.9 | Fair | 89.4 | 11002200250074A |
NBI report | I 220 | HANGING MOSS CREEK | 2.3 MI N US 49 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 49.9 | 151.9 | Fair | 89.4 | 11002200250074B |
NBI report | I 220 | LIVINGSTON ROAD | 2.6 MI N US 49 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 109.9 | 243.1 | Fair | 89.4 | 11002200250077A |
NBI report | I 220 | LIVINGSTON ROAD | 2.6 MI N US 49 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 109.9 | 243.1 | Fair | 89.4 | 11002200250077B |
NBI report | I 220 | BEASLEY ROAD | 2.8 MI N US 49 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1978 | -- | 149.9 | 334.0 | Fair | 78.0 | 11002200250079A |
NBI report | I 220 | BEASLEY ROAD | 2.8 MI N US 49 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1978 | -- | 149.9 | 334.0 | Fair | 78.0 | 11002200250079B |
NBI report | I 220 | DITCH | 3.1 MI N US 49 | Concrete Culvert (2 spans) | -- | 1978 | -- | 12.1 | 26.9 | Good | 80.0 | 110022002500820 |
NBI report | I 220 | WATKINS DRIVE | 3.2 MI N US 49 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1978 | -- | 134.8 | 273.0 | Fair | 89.4 | 11002200250083A |
NBI report | I 220 | WATKINS DRIVE | 3.2 MI N US 49 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1978 | -- | 134.8 | 273.0 | Fair | 89.4 | 11002200250083B |
NBI report | I 220 | DITCH | 4.4 MI N US 49 | Concrete Culvert (2 spans) | -- | 1978 | -- | 9.8 | 22.0 | Good | 80.2 | 11002200250095B |
NBI report | I 220 | COUNTY LINE ROAD | 4.5 MI N US 49 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1978 | -- | 144.0 | 324.2 | Fair | 88.5 | 11002200250096A |
NBI report | I 220 | COUNTY LINE ROAD | 4.5 MI N US 49 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1978 | -- | 144.0 | 324.2 | Fair | 88.5 | 11002200250096B |
NBI report | I 220 RAMPS | DITCH | 3.3 MI N US 49 | Concrete Culvert (3 spans) | -- | 1978 | -- | 12.1 | 41.0 | Good | 80.0 | 110022002500850 |
NBI report | SE RAMP I 220 | LYNCH CK, KCS RR | 1.7 MI N US 80 | Concrete Box Beam or girders - Single or Spread (7 spans) | -- | 1978 | -- | 109.9 | 582.0 | Fair | 82.6 | 17002200250026D |
NBI report | SOUTH DRIVE | I 220 | 2.2 MI N I 20 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1978 | -- | 89.9 | 314.0 | Fair | 91.8 | 510022002500220 |
NBI report | ST. CHARLES STREET | I 220 | 0.9 MI N US 80 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1978 | -- | 89.9 | 324.2 | Good | 93.8 | 510022002500170 |
NBI report | SW RAMP I 220 | KCS RR | 1.8 MI N US 80 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1978 | -- | 80.1 | 202.1 | Fair | 82.4 | 17002200250026A |
NBI report | I 220 | WELOTA DRIVE | 3.2 MI N I 20 | Prestressed Stringer/Multi-beam or girder | -- | 1978 | 2005 | 100.1 | 202.1 | Fair | 94.0 | 11002200250032A |
NBI report | I 220 | WELOTA DRIVE | 3.2 MI N I 20 | Prestressed Stringer/Multi-beam or girder | -- | 1978 | 2005 | 100.1 | 202.1 | Fair | 95.1 | 11002200250032B |
NBI report | ASH ST | TRIB TOWN CREEK | SEC 33 T 6N R 1E | Concrete Culvert (3 spans) | -- | 1979 | -- | 7.9 | 25.9 | Good | 100.0 | SA2500000000254 |
NBI report | CLINTON BLVD | LYNCH CREEK | CLINTON BLVD INTERCHANGE | Concrete Culvert (2 spans) | -- | 1979 | -- | 18.0 | 44.9 | Good | 84.5 | 11002200250027B |
NBI report | WESTBROOK RD | WHITE OAK CR | SEC 18 T 6N R 2E | Concrete Slab (3 spans) | -- | 1979 | -- | 34.1 | 82.0 | Good | 98.7 | SA2500000000285 |
NBI report | WINONA ST | TRIB TOWN CREEK | SEC 33 T 6N R 1E | Concrete Culvert (2 spans) | -- | 1979 | -- | 12.1 | 26.9 | Good | 100.0 | SA2500000000257 |
NBI report | BAILEY AVENUE | ICGRR (STONEWALL STREET) | SEC 27 T 6N R 1W | Steel Stringer/Multi-beam or girder (12 spans) | -- | 1980 | -- | 92.9 | 766.1 | Fair | 67.0 | SA2500000000237 |
NBI report | ELM ST | TRIB TOWN CREEK | SEC 34 T 6N R 1E | Concrete Culvert (2 spans) | -- | 1980 | -- | 12.1 | 24.0 | Good | 100.0 | SA2500000000263 |
NBI report | PLEASANT ST | TRIB TOWN CREEK | SEC 34 T 6N R 1E | Concrete Culvert (2 spans) | -- | 1980 | -- | 14.1 | 44.0 | Good | 92.9 | SA2500000000261 |
NBI report | WOODDALE DR | EUBANKS CR | SEC 26 T 6N R 1E | Prestressed Stringer/Multi-beam or girder | -- | 1980 | -- | 58.1 | 58.1 | Good | 95.0 | SA2500000000235 |
NBI report | HANGING MOSS ROAD | HANGING MOSS CREEK | SEC 10 T 6N R 1E | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1981 | -- | 36.1 | 107.0 | Good | 81.8 | SA2500000000204 |
NBI report | OLD CANTON RD | PURPLE CR | SEC 8 T 6N R 2E | Prestressed Slab (2 spans) | -- | 1981 | -- | 35.8 | 71.9 | Good | 60.9 | SA2500000000282 |
NBI report | OLD CANTON RD | LARGE STREAM | SEC 18 T 6N R 2E | Prestressed Slab | -- | 1981 | -- | 34.1 | 35.1 | Good | 65.6 | SA2500000000286 |
NBI report | BRIARWOOD DRIVE | I 55 | 3.7 MI N SR 25 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1982 | -- | 109.9 | 219.2 | Fair | 94.1 | 510005502510080 |
NBI report | OLD CANTON RD | WHITE OAK CR | SEC 7 T 6N R 2E | Prestressed Slab (3 spans) | -- | 1982 | -- | 35.1 | 105.0 | Good | 62.6 | SA2500000000279 |
NBI report | CHICKASAW RD | EUBANKS CR | SEC 23 T 6N R 1E | Concrete Slab (3 spans) | -- | 1983 | -- | 29.9 | 70.9 | Fair | 92.5 | SA2500000000231 |
NBI report | EAGLE ST | EUBANKS CR | SEC 23 T 6N R 1E | Concrete Slab (3 spans) | -- | 1983 | -- | 27.9 | 64.0 | Good | 86.5 | SA2500000000230 |
NBI report | E COUNTY LINE RD | PURPLE CREEK | SEC 6 T 6N R 2E B | Prestressed Stringer/Multi-beam or girder | -- | 1984 | -- | 80.1 | 80.1 | Fair | 73.7 | SA2500000000278 |
NBI report | RIDGEWOOD RD | WHITE OAK CREEK | SEC 12 T 6N R 1E | Prestressed Stringer/Multi-beam or girder | -- | 1984 | -- | 80.1 | 80.1 | Fair | 63.5 | SA2500000000211 |
NBI report | COUNTY LINE RD | HANGING MOSS CR | SEC 5 T 6N R 1E B | Concrete Channel beam (3 spans) | -- | 1985 | -- | 30.8 | 68.9 | Good | 65.0 | SA2500000000198 |
NBI report | GREENWOOD AVE | HARDY CR | SEC 20 T 5N R 1E | Wood Stringer/Multi-beam or girder (3 spans) | -- | 1985 | -- | 20.0 | 59.1 | Fair | 27.6 | SA2500000000147 |
NBI report | I 55 E FRT RD | HANGING MOSS CREEK | 0.7 MI N NORTHSIDE DR | Prestressed Slab (5 spans) | -- | 1985 | -- | 30.8 | 154.9 | Good | 82.7 | 18000550250998D |
NBI report | I 55 W FRT RD | HANGING MOSS CREEK | 0.7 MI N NORTHSIDE DR | Prestressed Slab (5 spans) | -- | 1985 | -- | 30.8 | 154.9 | Good | 93.0 | 18000550250998A |
NBI report | OFC THOMAS CATCHIN | LYNCH CR | SEC 31 T 6N R 1E | Wood Stringer/Multi-beam or girder (2 spans) | -- | 1985 | -- | 21.0 | 42.0 | Poor | 2.0 | SA2500000000247 |
NBI report | SEMINOLE | EUBANKS CR | SEC 23 T 6N R 1E | Concrete Slab | -- | 1985 | -- | 24.0 | 24.0 | Good | 100.0 | SA2500000000233 |
NBI report | AZTEC DR | SMALL STREAM | SEC 19 T 6N R 2E | Concrete Culvert (2 spans) | -- | 1986 | -- | 9.8 | 22.3 | Good | 100.0 | SA2500000000288 |
NBI report | COHEA STREET | BCH OF TOWN CREEK | SEC 4 T 5N R 1E | Concrete Slab (3 spans) | -- | 1986 | -- | 30.8 | 92.9 | Good | 99.0 | SA2500000000113 |
NBI report | MAPLE ST | TOWN CR | SEC 33 T 6N R 1E | Concrete Slab (2 spans) | -- | 1986 | -- | 29.9 | 59.7 | Good | 98.4 | SA2500000000255 |
NBI report | RAYMOND RD | CANEY CR | SEC 14 T 5N R 1W B | Prestressed Slab (5 spans) | -- | 1986 | -- | 30.8 | 130.9 | Good | 92.6 | SA2500000000139 |
NBI report | WOODFIELD | PURPLE CR | SEC 6 T 6N R 2E | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1986 | -- | 45.9 | 91.9 | Good | 83.8 | SA2500000000277 |
NBI report | BRIARWOOD LOOP | I 55 | 3.7 MI N OF SR 25 | Concrete Box Beam or girders - Single or Spread (2 spans) | -- | 1987 | -- | 128.9 | 247.1 | Fair | 96.5 | 180005502510070 |
NBI report | GALLATIN | TOWN CREEK | SEC 3 T 5N R 1E | Prestressed Slab (3 spans) | -- | 1987 | -- | 40.0 | 120.1 | Good | 78.9 | SA2500000000104 |
NBI report | I 55 | CANTON MART ROAD | 0.7 MI N NORTHSIDE DR | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1987 | -- | 107.9 | 747.1 | Fair | 80.3 | 11000550250998B |
NBI report | I 55 | CANTON MART ROAD | 0.7 MI N NORTHSIDE DR | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1987 | -- | 107.9 | 747.1 | Fair | 80.3 | 11000550250998C |
NBI report | I 55 | BEASLEY ROAD | 0.3 MI N BRIARWOOD DRIVE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1987 | -- | 142.1 | 374.0 | Fair | 81.1 | 11000550251011A |
NBI report | I 55 | BEASLEY ROAD | 0.3 MI N BRIARWOOD DRIVE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1987 | -- | 142.1 | 374.0 | Fair | 81.1 | 11000550251011B |
NBI report | WOODWAY RD | BCH HANGING MOSS CR | SEC 14 T 6N R 1E | Concrete Channel beam (3 spans) | Closed | 1987 | -- | 19.0 | 57.1 | Poor | 39.8 | SA2500000000218 |
NBI report | BRIARWOOD DR | TRIB HANGING MOSS CREEK | SEC 11 T 6N R 1E | Prestressed Stringer/Multi-beam or girder | -- | 1988 | -- | 80.1 | 80.1 | Good | 99.1 | SA2500000000208 |
NBI report | COURT STREET | TOWN CREEK | SEC 3 T 5N R 1E | Concrete Slab (6 spans) | -- | 1988 | -- | 29.9 | 179.1 | Good | 98.8 | SA2500000000108 |
NBI report | MEADOW RD | TRIB HANGING MOSS CR | SEC 10 T 6N R 1E | Concrete Channel beam (2 spans) | -- | 1988 | -- | 19.0 | 38.1 | Poor | 15.2 | SA2500000000206 |
NBI report | ADKINS DRIVE | WHITE OAK CREEK | SEC 12 T 6N R 1E | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1989 | -- | 65.0 | 170.0 | Good | 96.4 | SA2500000000212 |
NBI report | BEASLEY ROAD | HANGING MOSS CREEK | SEC 5 T 6N R 1E | Concrete Channel beam (3 spans) | Closed | 1989 | -- | 30.8 | 92.9 | Good | 87.0 | SA2500000000199 |
NBI report | CANTON FLYOVER | I 55 | 1.2 MI N SR 25 | Concrete Box Beam or girders - Single or Spread (5 spans) | -- | 1989 | -- | 140.1 | 583.0 | Fair | 97.6 | 180005502509860 |
NBI report | FORD AVE | TOWN CREEK | SEC 30 T 6N R 1E | Concrete Channel beam | -- | 1989 | -- | 30.8 | 30.8 | Poor | 32.0 | SA2500000000244 |
NBI report | I 55 | NORTHSIDE DRIVE | 1.6 MI N SR 25 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1989 | -- | 148.0 | 412.1 | Fair | 79.6 | 11000550250991A |
NBI report | I 55 | NORTHSIDE DRIVE | 1.6 MI N SR 25 | Concrete Box Beam or girders - Single or Spread (3 spans) | -- | 1989 | -- | 148.0 | 412.1 | Fair | 79.6 | 11000550250991B |
NBI report | MEADOWBROOK ROAD | I 55 | 1.1 MI N SR 25 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1989 | -- | 111.9 | 306.1 | Fair | 95.1 | 510005502509850 |
NBI report | BEASLEY ROAD | BRANCH HANGING MOSS CK | SEC 2 T 6N R 1E | Wood Stringer/Multi-beam or girder (2 spans) | -- | 1990 | -- | 18.4 | 35.4 | Fair | 48.5 | SA2500000000410 |
NBI report | COUNTRY CLUB DR | LARGE STREAM | SEC 13 T 6N R 1W | Wood Stringer/Multi-beam or girder (3 spans) | -- | 1990 | -- | 15.1 | 44.9 | Poor | 19.6 | SA2500000000213 |
NBI report | PLANTATION BLVD. | PURPLE CREEK | SEC 6 T 6N R 2E | Concrete Slab (3 spans) | -- | 1990 | -- | 35.1 | 95.1 | Good | 99.8 | SA2500000000276 |
NBI report | CAVALIER DR | BCH EUBANKS CR | SEC 26 T 6N R 1E | Wood Stringer/Multi-beam or girder | -- | 1991 | -- | 25.9 | 25.9 | Poor | 38.9 | SA2500000000236 |
NBI report | STATE ST | HANGING MOSS CREEK | SEC 14 T 6N R 1E | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1991 | -- | 45.9 | 120.1 | Good | 81.4 | SA2500000000216 |
NBI report | COUNTRY CLUB DR | LYNCH CR | SEC 25 T 6N R 1W | Wood Stringer/Multi-beam or girder (3 spans) | Closed | 1992 | -- | 16.1 | 46.9 | Poor | 15.8 | SA2500000000234 |
NBI report | I 55 | CANEY CREEK | 0.5 MI S SAVANNAH ST INT | Concrete Culvert (3 spans) | -- | 1992 | -- | 20.0 | 62.0 | Good | 80.0 | 11000550250884B |
NBI report | I 55 | EASTOVER DRIVE | 0.6 MI N SR 25 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1992 | -- | 65.0 | 131.9 | Good | 90.6 | 11000550250981A |
NBI report | I 55 | EASTOVER DRIVE | 0.6 MI N SR 25 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1992 | -- | 65.0 | 131.9 | Fair | 89.4 | 11000550250981B |
NBI report | ADKINS BLVD | PURPLE CREEK | SEC 8 T 6N R 2E | Wood Stringer/Multi-beam or girder (3 spans) | Closed | 1993 | -- | 16.1 | 47.9 | Poor | 12.8 | SA2500000000280 |
NBI report | CULLEY DR | TRIB HANGING MOSS CR | SEC 11 T 6N R 1E | Wood Stringer/Multi-beam or girder (3 spans) | -- | 1994 | -- | 19.0 | 57.1 | Good | 84.9 | SA2500000000209 |
NBI report | M. L. KING JR. DR. | TRIBUTARY TOWN CR | SEC 33 T 6N R 1E | Wood Stringer/Multi-beam or girder (3 spans) | -- | 1994 | -- | 18.0 | 49.9 | Poor | 33.0 | SA2500000000252 |
NBI report | MCCLUER RD | CANEY CR | SEC 30 T 5N R 1E | Concrete Channel beam (5 spans) | -- | 1994 | -- | 30.8 | 107.0 | Good | 92.1 | SA2500000000156 |
NBI report | COUNTY LINE RD | SMALL STREAM | SEC 4 T 6N R 1E B | Wood Stringer/Multi-beam or girder (2 spans) | -- | 1995 | -- | 19.0 | 34.1 | Good | 74.2 | SA2500000000193 |
NBI report | STATE ST | WHITE OAK CR | SEC 1 T 6N R 1E | Prestressed Stringer/Multi-beam or girder | -- | 1995 | -- | 100.1 | 100.1 | Fair | 89.1 | SA2500000000191 |
NBI report | STATE ST. | PARKER CREEK | SEC 11 T 6N R 1E | Prestressed Stringer/Multi-beam or girder | -- | 1995 | -- | 80.1 | 80.1 | Good | 80.2 | SA2500000000207 |
NBI report | VALLEY ST | LYNCH CREEK | SEC 8 T 5N R 1E | Concrete Slab (3 spans) | -- | 1995 | -- | 42.0 | 109.9 | Good | 95.4 | SA2500000000124 |
NBI report | WESTBROOK RD | PURPLE CR | SEC 17 T 6N R 2E | Wood Stringer/Multi-beam or girder (3 spans) | -- | 1995 | -- | 19.0 | 55.1 | Fair | 73.4 | SA2500000000284 |
NBI report | MCCLUER RD | TRIB&RELIEF CANEY CR | SEC 30 T 5N R 1E | Wood Stringer/Multi-beam or girder (2 spans) | -- | 1996 | -- | 19.0 | 38.1 | Fair | 71.1 | SA2500000000157 |
NBI report | READY MIX STREET | TRIB TO TOWN CREEK | SEC 27 T 6N R 1E | Wood Stringer/Multi-beam or girder | -- | 1996 | -- | 23.0 | 23.0 | Fair | 75.0 | SA2500000000241 |
NBI report | ALTA WOODS BLVD | SMALL STREAM | SEC 17 T 5N R 1E | Wood Stringer/Multi-beam or girder | -- | 1997 | -- | 20.0 | 20.0 | Fair | 65.6 | SA2500000000141 |
NBI report | GERTRUDE ST | CANEY CR | SEC 14 T 5N R 1W | Concrete Channel beam (4 spans) | -- | 1998 | -- | 19.0 | 75.8 | Good | 99.0 | SA2500000000137 |
NBI report | W FRONTAGE TERRY R | LYNCH CR | SEC 9 T 5N R 1E | Concrete Channel beam (4 spans) | -- | 1998 | -- | 30.8 | 99.7 | Good | 88.9 | SA2500000000126 |
NBI report | TOOLE AVE | TRIB TOWN CREEK | SEC 28 T 6N R 1E | Concrete Channel beam (2 spans) | -- | 2000 | -- | 19.0 | 38.1 | Good | 82.9 | SA2500000000242 |
NBI report | JAYNE AVE | LYNCH CR | SEC 31 T 6N R 1E | Wood Stringer/Multi-beam or girder (2 spans) | -- | 2001 | -- | 19.0 | 38.1 | Fair | 53.8 | SA2500000000245 |
NBI report | BRAE BURN | LARGE DITCH | SEC 4 T 6N R 2E | Concrete Channel beam | -- | 2002 | -- | 30.8 | 30.8 | Good | 100.0 | SA2500000000274 |
NBI report | ST ANDREWS | LARGE STREAM | SEC 4 T 6N R 2E | Concrete Channel beam | -- | 2002 | -- | 30.8 | 30.8 | Good | 99.5 | SA2500000000273 |
NBI report | WOODBINE ST | HARDY CREEK | SEC 19 T 5N R 1E | Concrete Channel beam (3 spans) | -- | 2004 | -- | 30.8 | 92.9 | Good | 91.4 | SA2500000000146 |
NBI report | LAVERNET RD | TRIB TOWN CR | SEC 29 T 6N R 1E | Concrete Channel beam (3 spans) | -- | 2006 | -- | 30.8 | 68.9 | Good | 100.0 | SA2500000000243 |
NBI report | RANKIN ST | TOWN CR | SEC 10 T 5N R 1E | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2006 | -- | 60.0 | 140.1 | Good | 99.6 | SA2500000000130 |
NBI report | EASTOVER DR | LARGE STREAM | SEC 30 T 6N R 2E | Concrete Channel beam (4 spans) | -- | 2007 | -- | 19.0 | 76.1 | Good | 95.1 | SA2500000000290 |
NBI report | DORGAN STR | HARDY CR | SEC 13 T 5N R 1W | Concrete Channel beam | -- | 2008 | -- | 40.0 | 40.0 | Good | 95.1 | SA2500000000134 |
NBI report | N SIWELL RD | BCH BIG CREEK | SEC 21 T 5N R 1W | Concrete Culvert (2 spans) | -- | 2009 | -- | 9.8 | 22.0 | Good | 99.0 | SA2500000000149 |
NBI report | W. MITCHELL AVE | SMALL DITCH | SEC 27 T 6N R 1E | Concrete Culvert (3 spans) | -- | 2009 | -- | 7.9 | 29.9 | Good | 79.7 | SA2500000000240 |
NBI report | DIXON RD | LYNCH CREEK | SEC 36 T 6N R 1W | Concrete Channel beam (3 spans) | -- | 2010 | -- | 19.0 | 57.1 | Good | 78.1 | SA2500000000270 |
NBI report | TV ROAD | CANEY CREEK | SEC 11 T 5N R 1W | Concrete Channel beam | -- | 2010 | -- | 40.0 | 40.0 | Good | 100.0 | SA2500000000133 |
NBI report | WESTHAVEN BLVD | BCH LYNCH CR | SEC 2 T 5N R 1W | Concrete Channel beam | -- | 2010 | -- | 40.0 | 40.0 | Good | 88.3 | SA2500000000103 |
NBI report | LAKE CIR | SMALL STREAM | SEC 19 T 6N R 2E | Concrete Channel beam | -- | 2013 | -- | 30.8 | 30.8 | Good | 85.9 | SA2500000000287 |