| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | US 79B S-6 LM 2.93 | JUG CREEK | 0.36 MI S JCT US 79 | Concrete Culvert (2 spans) | -- | 1928 | -- | 9.8 | 22.0 | Fair | 58.4 | 0000000000M1454 |
| NBI report | US 167 S-7 LM 4.84 | BEECH CREEK | 0.5 MI N JCT SH 273 | Concrete Culvert (2 spans) | -- | 1929 | -- | 9.8 | 22.0 | Good | 78.8 | 0000000000M2176 |
| NBI report | US 167 S-7 LM 5.44 | DRY BRANCH | 1.2 MI N SH 273 | Concrete Culvert (2 spans) | -- | 1929 | -- | 9.8 | 22.0 | Good | 85.5 | 0000000000M2177 |
| NBI report | SH 9 S-2 LM 6.77 | SAND CREEK | 6.77 MI NE OUACHITA CO LI | Concrete Culvert (2 spans) | -- | 1929 | 1971 | 9.8 | 22.0 | Good | 86.4 | 0000000000M0249 |
| NBI report | SH 9 S-2 LM 1.12 | DITCH | 1.15 MI NE OUACHITA CO LI | Concrete Culvert (2 spans) | -- | 1929 | 1983 | 9.8 | 22.0 | Fair | 87.0 | 0000000000M0248 |
| NBI report | SH 9 S-2 LM 10.40 | MARTIN CREEK | 1.77 MI SOUTH JCT SH 8 | Concrete Culvert (2 spans) | -- | 1929 | 1983 | 9.8 | 22.0 | Good | 71.4 | 0000000000M0251 |
| NBI report | SH 9 S-2 LM 11.86 | STOKES BRANCH | 0.31 MI SO JCT SH 8 | Concrete Culvert (2 spans) | -- | 1929 | 1983 | 9.8 | 22.0 | Good | 82.6 | 0000000000M0252 |
| NBI report | SH 9 S-2 LM 9.67 | BEECH CREEK | 2.6 MI SOUTH JCT SH 8 | Concrete Culvert (2 spans) | -- | 1929 | 1983 | 9.8 | 22.0 | Fair | 86.4 | 0000000000M0250 |
| NBI report Bridgehunter | SL-SW RR | SH 8-SEC 8 | .29 MI E JCT US 79B | Steel Stringer/Multi-beam or girder | -- | 1937 | -- | 38.1 | -- | -- | -- | 000000000001969 |
| NBI report Bridgehunter | Dallas Cr 55 Z-A | SIMMONS CREEK | 1 MI N CO RD 52 | Steel Stringer/Multi-beam or girder | -- | 1948 | 1994 | 39.0 | 40.0 | Fair | 39.1 | 000000000012581 |
| NBI report Bridgehunter | US79B-S6/B LM 2.39 | CRI&P RR | 0.1 MI W JCT SH8 | Steel Stringer/Multi-beam or girder (5 spans) | NR eligible | 1949 | -- | 67.9 | 247.1 | Fair | 76.5 | 000000000002151 |
| NBI report | SH 128 S-1 LM 4.17 | TULIP CREEK | 4.17 MI W JCT SH 9 | Concrete Slab (19 spans) | -- | 1952 | -- | 22.0 | 418.0 | Fair | 58.6 | 000000000001938 |
| NBI report | SH 128 S-1 LM10.74 | BRUSHY CREEK | 1.24 MI E JCT SH 7 | Concrete Slab (6 spans) | -- | 1952 | -- | 22.0 | 131.9 | Good | 72.4 | 000000000002854 |
| NBI report | SH128Sec1Lm3.60 | WHITE OAK CR | 3.61 MI NW JCT SH 9 | Concrete Slab (11 spans) | -- | 1952 | -- | 22.0 | 242.1 | Fair | 74.5 | 000000000001939 |
| NBI report | US 79 S-6 LM 7.14 | MORO CREEK RELIEF | .26 MI SW CLEVELAND CO LN | Concrete Slab (9 spans) | -- | 1952 | -- | 28.9 | 264.1 | Good | 71.0 | 000000000002844 |
| NBI report | US 79 S-6 LM 7.36 | MORO CREEK | CLEVELAND CO LINE | Concrete Slab (21 spans) | -- | 1952 | -- | 33.1 | 616.2 | Fair | 71.0 | 000000000002845 |
| NBI report | SH 48 S-1 LM 5.15 | CREEK | 0.2 MI E OF CARTHAGE | Concrete Channel beam (2 spans) | -- | 1953 | -- | 19.0 | 38.1 | Fair | 68.6 | 0000000000M0917 |
| NBI report | SH 128 S-1 LM 9.33 | CREEK | 2.65 MI E JCT SH 7 | Concrete Slab (3 spans) | -- | 1954 | -- | 22.0 | 65.9 | Good | 72.4 | 000000000002924 |
| NBI report | SH 207 S-O LM 2.26 | HALL CREEK | 2.33 MI NE JCT SH 7 | Concrete Channel beam (3 spans) | -- | 1954 | -- | 19.0 | 57.1 | Fair | 76.5 | 0000000000M2324 |
| NBI report | SH 8 S-6 LM 10.02 | WEST FORK TULIP CREEK | 10.03 MI EAST OF SH 7 | Concrete Channel beam (4 spans) | -- | 1954 | -- | 19.0 | 76.1 | Fair | 61.8 | 0000000000M0232 |
| NBI report | SH 8 S-6 LM 5.13 | CYPRESS CR | 5.17 MI E OF SH 7 | Concrete Channel beam (5 spans) | -- | 1954 | -- | 19.0 | 95.1 | Fair | 63.1 | 0000000000M0228 |
| NBI report | SH 8 S-6 LM 5.24 | BUTLER BRANCH | 5.28 MI EAST OF SH 7 | Concrete Channel beam (5 spans) | -- | 1954 | -- | 19.0 | 95.1 | Fair | 59.4 | 0000000000M0229 |
| NBI report | SH 8 S-6 LM 5.37 | Jordan Creek | 5.37 Mi E of Jct SH 7 | Concrete Channel beam (7 spans) | -- | 1954 | -- | 19.0 | 132.9 | Fair | 57.8 | 0000000000M0230 |
| NBI report | SH 8 S-6 LM 9.92 | W FORK TULIP CK RELIEF | 9.99 MI EAST OF SH 7 | Concrete Channel beam (2 spans) | -- | 1954 | -- | 19.0 | 38.1 | Fair | 60.8 | 0000000000M0231 |
| NBI report | SH 8 S-6 LM10.46 | ALSOBROOK SLOUGH | 10.58 MI EAST OF SH 7 | Concrete Channel beam (7 spans) | -- | 1954 | -- | 19.0 | 132.9 | Poor | 51.6 | 0000000000M0233 |
| NBI report | SH 7 S-5 LM11.89 | DITCH | 12.17 MI N OUACHITA CO | Concrete Culvert (4 spans) | -- | 1955 | -- | 5.9 | 33.1 | Good | 95.5 | 0000000000M0174 |
| NBI report | SH 7 S-5 LM16.82 | PEARSON CREEK | 0.1 MI N JCT SH 8 | Concrete Culvert (3 spans) | -- | 1955 | -- | 5.9 | 24.9 | Good | 80.8 | 0000000000M3911 |
| NBI report | SH 8 S-6 LM 12.19 | HALL CREEK | 4.76 MI W JCT SH 9 | Concrete Slab (3 spans) | -- | 1955 | -- | 27.9 | 84.0 | Good | 79.1 | 000000000002987 |
| NBI report | SH 8 S-6 LM 16.24 | E Fk TULIP CREEK RLF | .71 MI W OF JCT SH 9 | Concrete Slab (3 spans) | -- | 1955 | -- | 27.9 | 84.0 | Fair | 80.1 | 000000000002988 |
| NBI report | SH 8 S-6 LM 16.60 | EAST FORK TULIP CREEK | .50 MI W OF JCT SH 9 | Concrete Slab (4 spans) | -- | 1955 | -- | 27.9 | 111.9 | Good | 85.3 | 000000000002989 |
| NBI report | SH 48 S-1 LM 6.97 | DITCH | 1.8 MI E OF CARTHAGE | Concrete Channel beam (2 spans) | -- | 1957 | -- | 19.0 | 38.1 | Fair | 78.0 | 0000000000M0918 |
| NBI report | SH48 S-1 LM7.31 | MORO CREEK RELIEF | 2 MI EAST JCT SH 229 | Concrete Channel beam (3 spans) | -- | 1957 | -- | 19.0 | 57.1 | Fair | 73.0 | 0000000000M0920 |
| NBI report | SH48 Sec1 LM 7.128 | MORO CREEK | 1.8 MI EAST JCT SH 229 | Concrete Channel beam (6 spans) | -- | 1957 | -- | 19.0 | 113.9 | Fair | 63.2 | 0000000000M0919 |
| NBI report | SH48Sec1Lm12.76 | DITCH | 1.75 MI W JCT US 167 & 48 | Concrete Channel beam (5 spans) | -- | 1957 | -- | 19.0 | 95.1 | Fair | 69.6 | 0000000000M0921 |
| NBI report | SH 229 S-O LM 3.38 | DITCH | 3.38 MI S JCT SH 48 | Concrete Channel beam (4 spans) | -- | 1964 | -- | 19.0 | 76.1 | Fair | 88.6 | 0000000000M2434 |
| NBI report | US79-S-6 LM3.42 SB | CRI&P RR | .25 MI W JCT US 167/79B | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 58.1 | 170.0 | Fair | 78.8 | 000000000003639 |
| NBI report | US 79 S-6 LM 1.02 | CANEY CREEK | US 79B/SH 273 | Concrete Culvert (2 spans) | -- | 1965 | 1978 | 11.2 | 24.9 | Fair | 65.6 | 0000000000M1453 |
| NBI report | SH 7 S-5 LM 3.86 | BRUSHY CREEK | 3.91 MI N OUACHITA CO LIN | Concrete Slab (5 spans) | -- | 1966 | -- | 27.9 | 140.1 | Fair | 70.6 | 000000000003908 |
| NBI report | SH 273 S-2 LM 1.86 | ABANDONED CRI&P RR | .42 MI W JCT US 167 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1970 | -- | 54.1 | 164.1 | Poor | 96.8 | 000000000005248 |
| NBI report | Dallas CR 401 Z-B | CREEK | .55 M SO HWY 48 & CR284 | Wood Stringer/Multi-beam or girder (3 spans) | -- | 1970 | 1992 | 13.1 | 39.0 | Fair | 25.2 | 000000000012606 |
| NBI report | Dallas CR 70 Z-C | WEST FORK TULIP CREEK | .6 MI WEST JCT CO RD 69 | Wood Stringer/Multi-beam or girder (3 spans) | Closed | 1970 | 1993 | 15.1 | 38.1 | Poor | 24.4 | 000000000012599 |
| NBI report | SH 229 S-0 LM 3.13 | HURRICANE CREEK | 3.3 MI N JCT SH 8 | Concrete Slab (3 spans) | -- | 1971 | -- | 33.1 | 99.1 | Good | 89.2 | 000000000005365 |
| NBI report | SH 229 S-O LM 1.25 | COOKS CREEK | 1.19 MI N JCT SH 8 | Concrete Slab (3 spans) | -- | 1971 | -- | 27.9 | 84.0 | Fair | 89.2 | 000000000005364 |
| NBI report | SH 229 S-O LM 6.92 | GRICE CREEK | 2.2 MI NW JCT SH 273 | Concrete Slab (3 spans) | -- | 1971 | -- | 29.9 | 89.9 | Fair | 96.0 | 000000000005366 |
| NBI report | SH 9 S-2 LM 6.27 | SO FK WHITEOAK CREEK | 5.25 MI N JCT SH 128 | Concrete Slab (3 spans) | -- | 1971 | -- | 24.9 | 75.1 | Good | 98.1 | 000000000005358 |
| NBI report | SH 9 S-2 LM 6.83 | NO FK WHITEOAK CREEK | 5.75 MI N JCT SH 128 & 9 | Concrete Slab (3 spans) | -- | 1971 | -- | 27.9 | 84.0 | Fair | 97.9 | 000000000005359 |
| NBI report | SH 274 S-4 LM 0.86 | DITCH | 0.36 MI S JCT US 79B | Concrete Culvert (2 spans) | -- | 1974 | -- | 9.8 | 22.0 | Fair | 88.5 | 0000000000X0267 |
| NBI report | Dallas CR 74 Z-C | TULIP CREEK | 2.45 Mi W JCT SH 9 | Prestressed Channel beam (3 spans) | -- | 1975 | -- | 30.8 | 92.9 | Good | 88.0 | 000000000004281 |
| NBI report | US 79 SEC 6, NB LN | CRI&P RR | .25 MI W JCT US 167&79B | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 58.1 | 170.0 | Fair | 79.0 | 0000000000A3639 |
| NBI report | SH 8 | COOKS CREEK | 3.91 MI NW JCT US 79B | Concrete Slab (3 spans) | -- | 1976 | -- | 24.9 | 75.1 | Good | 93.4 | 000000000005438 |
| NBI report | Dallas CR 49 Z-A | CREEK | .6 MI N OF HWY 273 | Concrete Culvert (3 spans) | -- | 1977 | -- | 7.9 | 26.9 | Good | 94.0 | 000000000018377 |
| NBI report | Dallas CR 2 Z-D | OUACHITA RIVER | 3.11 MI W OF HWY 7 | Prestressed Channel beam (9 spans) | -- | 1980 | -- | 30.8 | 278.9 | Fair | 69.5 | 000000000004390 |
| NBI report | SH229 S-O LM 13.75 | PICKETT CREEK | 5.84 MI SE JCT SH 48 | Concrete Slab (3 spans) | -- | 1983 | -- | 29.9 | 89.9 | Good | 98.6 | 000000000005970 |
| NBI report | Dallas CR 2 Z-D | CYPRESS CREEK | 1.72 MI W SH 7 & CR 2 | Steel Culvert (3 spans) | -- | 1984 | -- | 8.9 | 32.2 | Good | 96.6 | 000000000020033 |
| NBI report | Dallas CR 78 Z-C | CASA MASSA CREEK | .6 MI N JCT SH 7 | Concrete Culvert (5 spans) | -- | 1984 | -- | 9.8 | 54.1 | Good | 90.9 | 0000000000X0530 |
| NBI report | SH 273 S-1 LM 5.76 | WEST FK FREEO CREEK | 5.76 MI E JCT SH9 | Concrete Channel beam (4 spans) | -- | 1985 | -- | 30.8 | 124.0 | Good | 99.8 | 000000000006147 |
| NBI report | SH 273 S-1 LM 7.55 | FREEO CREEK | 7.56 MI E JCT SH 9 | Concrete Channel beam (4 spans) | -- | 1985 | -- | 30.8 | 124.0 | Fair | 99.8 | 000000000006148 |
| NBI report | SH 229 S-O LM12.76 | BOYD CREEK | 6.72 MI SE JCT SH 48 | Concrete Slab (4 spans) | -- | 1986 | -- | 29.9 | 120.1 | Good | 98.6 | 000000000006045 |
| NBI report | SH 229 S-O LM16.55 | LAWRENCE MORO CRK RLF | 3.04 MI SE JCT SH 48 | Concrete Culvert (2 spans) | -- | 1986 | -- | 9.8 | 22.0 | Good | 88.1 | 0000000000X0647 |
| NBI report | SH 273 S-1 LM 4.15 | MARSHALL CREEK | 4.15 MI EAST JCT SH 9 | Concrete Culvert (4 spans) | -- | 1986 | -- | 8.9 | 41.0 | Good | 96.1 | 0000000000X0645 |
| NBI report | SH 273 S-1 LM 9.08 | CREEK | 6.3 MI W JCT US 79/79B | Concrete Culvert (3 spans) | -- | 1986 | -- | 7.9 | 26.9 | Good | 95.9 | 0000000000X0646 |
| NBI report | SH 7 S-5 LM 13.59 | BEACH BRANCH | 3.3 MI SO JCT SH 8 | Concrete Slab (3 spans) | -- | 1986 | -- | 35.1 | 105.0 | Good | 88.6 | 000000000006164 |
| NBI report | Dallas CR 438 Z-E | WHITE OAK CREEK | .10 MI SOUTH CO RD 43 | Steel Orthotropic | -- | 1988 | -- | 35.1 | 50.9 | Fair | 21.0 | 000000000020623 |
| NBI report | SH 9 S-3 LM 0.10 | Creek | 0.1 Mi. N Jct SH 8 & 9 | Steel Culvert (2 spans) | -- | 1988 | -- | 10.8 | 24.3 | Poor | 60.4 | 0000000000X1322 |
| NBI report | SH 9 S-3 LM 1.1 | Creek | 1.1 Mi. N Jct SH 8 & 9 | Steel Culvert (2 spans) | -- | 1988 | -- | 10.8 | 24.3 | Poor | 60.4 | 0000000000X1323 |
| NBI report | Dallas CR 24 Z-E | MUD CREEK | .30 MI W SH 9 | Steel Orthotropic | -- | 1991 | -- | 40.0 | 43.0 | Good | 79.7 | 000000000021084 |
| NBI report | Dallas Cr 8 Z-D | BUSHY CREEK | 1.48 W CO RD 8 & 33 | Steel Orthotropic | -- | 1991 | 1995 | 39.0 | 54.1 | Good | 62.6 | 000000000021083 |
| NBI report | SH 229 S-0LM 10.05 | BRYANT CREEK | 9.54 MI S JCT SH 48 | Concrete Slab (13 spans) | -- | 1995 | -- | 29.9 | 390.1 | Good | 98.6 | 000000000006579 |
| NBI report | CR 16 (SH7 sd drn) | DITCH | JCT CO RD 16 HWY 7 | Concrete Culvert (5 spans) | -- | 1997 | -- | 7.9 | 44.9 | Good | 94.1 | 000000000021843 |
| NBI report | Dallas CR 41 Z-E | EAST FORK TULIP CREEK | 2/63 MI WEST SH 9 | Concrete Channel beam (2 spans) | -- | 1997 | -- | 30.8 | 62.0 | Good | 89.1 | 000000000021919 |
| NBI report | Dallas CR 411 Z-C | CYPRESS CREEK | .2 MI W JCT CR 74 | Concrete Channel beam (2 spans) | -- | 1997 | -- | 30.8 | 62.0 | Good | 89.1 | 000000000021922 |
| NBI report | Dallas CR 69 Z-C | CREEK | 1.3 MI N JCT CO RD 68 | Concrete Channel beam (2 spans) | -- | 1997 | -- | 30.8 | 62.0 | Good | 90.1 | 000000000021920 |
| NBI report | Dallas CR 69 Z-C | CREEK | 1 MI N JCT CO RD 68 | Steel Orthotropic | -- | 1997 | -- | 50.9 | 50.9 | Poor | 37.0 | 000000000021921 |
| NBI report | Dallas CR 20 Z-E | WHITE OAK CREEK | 2.16 MI E SH JCT SH 128 | Concrete Channel beam (6 spans) | -- | 1999 | -- | 30.8 | 186.0 | Good | 91.0 | 000000000004818 |
| NBI report | Dallas CR 206 Z-E | TULIP CREEK | 1.77 E SH 128 & CO RD 20 | Concrete Channel beam (6 spans) | -- | 1999 | -- | 30.8 | 186.0 | Fair | 95.0 | 000000000004817 |
| NBI report | Dallas CR 64 Z-A | MORO CREEK RELIEF | 1.3 E HWY 229 | Steel Culvert (2 spans) | -- | 2001 | -- | 7.9 | 20.0 | Good | 87.1 | 000000000022275 |
| NBI report | SH 08 S-7 LM 1.73 | Creek | 1.73 Mi.S Jct. SH 9 | Concrete Culvert (3 spans) | -- | 2001 | -- | 9.8 | 32.2 | Good | 83.8 | 0000000000X1054 |
| NBI report | SH 8 S-7 LM 9.03 | Freeo Creek | 9.03 mi. SE Jct. SH 9 | Concrete Culvert (3 spans) | -- | 2001 | -- | 9.8 | 33.1 | Good | 88.5 | 0000000000X1055 |
| NBI report | Dallas CR 359 Z-C | L'EAU FRAIS CREEK | 0.5 Mi. W Co. Rd 352 | Steel Culvert (3 spans) | -- | 2002 | -- | 7.9 | 24.0 | Good | 87.1 | 000000000022502 |
| NBI report | Dallas CR 55 S-A | Creek | 1Mi.NW SH 8 | Steel Culvert (2 spans) | -- | 2003 | -- | 7.9 | 20.0 | Good | 87.2 | 000000000022506 |
| NBI report | SH 229 S-1 LM 2.22 | Moro Creek | 2.2 Mi. N SH 48 | Concrete Slab (5 spans) | -- | 2004 | -- | 29.9 | 149.9 | Good | 91.8 | 000000000006934 |
| NBI report | SH 229 S-1 LM 2.40 | Moro Creek Relief | 2.4 Mi. N SH 48 | Concrete Slab (3 spans) | -- | 2004 | -- | 29.9 | 89.9 | Good | 91.8 | 000000000006935 |
| NBI report | SH 229 S-1 LM 4.33 | Village Creek | 1.77 Mi.South Grant Co. | Concrete Culvert (2 spans) | -- | 2004 | -- | 9.8 | 21.0 | Good | 88.5 | 0000000000X1159 |
| NBI report | SH 7 | Cypress Creek | 10.09 Mi. No. Oua. Co. | Concrete Culvert (4 spans) | -- | 2004 | -- | 5.9 | 26.9 | Good | 78.2 | 0000000000X1106 |
| NBI report | SH 7 S-5 LM 8.94 | Cypress&Bever Cr. Relief | 9.2mi.N.Oua.co line | Concrete Culvert (4 spans) | -- | 2004 | -- | 9.8 | 43.0 | Good | 70.6 | 0000000000X1069 |
| NBI report | SH 7 S-5 LM 9.24 | Beaver Relief | 9,51Mi. N Oua. Co. | Concrete Culvert (3 spans) | -- | 2004 | -- | 8.9 | 28.9 | Good | 78.2 | 0000000000X1103 |
| NBI report | SH 7 S-5 LM 9.45 | Beaver Relief | 9.72Mi. No. Oua. Co | Concrete Culvert (4 spans) | -- | 2004 | -- | 9.8 | 43.0 | Good | 78.7 | 0000000000X1104 |
| NBI report | SH 7 S-5 LM 9.64 | Beaver Creek | 9.91 Mi. No. Oua. Co. | Concrete Culvert (4 spans) | -- | 2004 | -- | 5.9 | 26.9 | Good | 80.3 | 0000000000X1105 |
| NBI report | US 167 S-9 LM 3.91 | Saline River | .07 mi. S.Grant Co. line | Steel Stringer/Multi-beam or girder | -- | 2008 | -- | 138.1 | 636.2 | Fair | 90.4 | 000000000007078 |
| NBI report | Dallas CR 55 Z-A | Bryant Creek | .5 M E CR 55 & 229 | Steel Orthotropic | -- | 2009 | -- | 66.6 | 69.2 | Good | 46.5 | 000000000022869 |
| NBI report | Dallas CR 58 Z-A | Moro Creek | 1.11 MI E JCT SH 167 & 58 | Steel Orthotropic | -- | 2009 | -- | 71.9 | 75.1 | Good | 47.4 | 000000000022871 |
| NBI report | Dallas CR 68 Z-C | WEST FORK TULIP CREEK | .7 M W CR 68 & 69 | Steel Orthotropic | -- | 2009 | -- | 62.0 | 67.9 | Good | 48.6 | 000000000022868 |
| NBI report | SH 9 S-3 LM 1.370 | Dry Creek | 1.37 MI North of JCT SH 8 | Concrete Culvert (4 spans) | -- | 2010 | -- | 12.1 | 71.9 | Good | 82.7 | 0000000000X1385 |
| NBI report | US 167 S-7 LM 0.87 | Cooks Creek | 0.91 mi. No. Jct. US 79 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2011 | -- | 42.0 | 112.2 | Good | 90.7 | 000000000007158 |
| NBI report | US 167 S-7 Lm1.16 | Dry Creek | 1.19 Mi. N Jct 79 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2011 | -- | 42.0 | 112.2 | Good | 96.8 | 000000000007159 |
| NBI report | US167 S-7 LM3.56SB | Hurricane Creek | 3.60 mi. N jct. US 79 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2011 | -- | 42.0 | 112.2 | Good | 98.0 | 0000000000A7160 |
| NBI report | US167 S-7 LM3.60NB | Hurricane Creek | 3.60 mi. N jct. US 79 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2012 | -- | 42.0 | 112.2 | Good | 96.5 | 0000000000B7160 |
| NBI report | US 167 S-7 LM 7.12 | MORO CREEK RELIEF | 2.90 MI NO JCT SH 273 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 60.0 | 161.1 | Good | 76.2 | 000000000007239 |
| NBI report | US 167 S-7 LM 7.36 | MORO CREEK RELIEF | 3.14 MI NO JCT SH 273 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 45.9 | 121.1 | Good | 76.2 | 000000000007240 |
| NBI report | US 167 S-7 LM 7.45 | MORO CREEK RELIEF | 3.20 MI NO JCT SH 273 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 45.9 | 121.1 | Good | 76.2 | 000000000007241 |
| NBI report | US 167 S-7 LM 7.50 | MORO CREEK | 3.26 MI NO JCT SH 273 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 45.9 | 121.1 | Good | 76.2 | 000000000007242 |
| NBI report | US 167 S-9 LM 3.18 | Saline Relief | 0.66 MI N of Jct SH 48 | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 2014 | -- | 60.0 | 302.2 | Good | 72.4 | 000000000007245 |
| NBI report | US 167 S-9 LM 3.68 | Saline Relief | 0.81 MI N of Jct.SH 48 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2014 | -- | 60.0 | 242.1 | Good | 72.4 | 000000000007246 |
| NBI report | US167 S-7LM 6.36NB | GUICE CREEK RELIEF | 2.11 MI. NO. JCT. SH 273 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 42.0 | 110.9 | Good | 99.0 | 0000000000B7237 |
| NBI report | US167NBS-7 LM 6.50 | GUICE CREEK | 2.28 MI. to Jct of SH 273 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 60.0 | 161.1 | Good | 95.2 | 0000000000B7238 |
| NBI report | US167S-9 LM2.65 SB | Saline River Relief | 0.40 MI N SH 48 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 60.0 | 182.1 | Good | 99.5 | 0000000000A7244 |
| NBI report | US167S-7 LM 6.32SB | GUICE CREEK RELIEF | 2.11 Mi. No. of SH 273 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2015 | -- | 42.0 | 110.9 | Good | 100.0 | 0000000000A7237 |
| NBI report | US167S-7 LM 6.50SB | Guice Creek | 2.28 mi.N Jct SH 273 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2015 | -- | 60.0 | 161.1 | Good | 95.4 | 0000000000A7238 |
| NBI report | US167S-9 LM2.65 NB | Saline River Relief | 0.40 MI N SH 48 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2016 | -- | 60.0 | 182.1 | Good | 99.5 | 0000000000B7244 |