| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | 19-N.7 LOCAL | EAST EMMA CREEK | 1.5W 4.2N OF NEWTON | Concrete Slab | NR possible | 1920 | -- | 32.2 | 34.1 | Fair | 47.6 | 000400817005603 |
| NBI report | 30-I.2 LOCAL | EAST WHITEWATER CREEK | 1.0W 5.2N OF WHITEWATER | Concrete Slab | NR possible | 1920 | -- | 20.0 | 23.0 | Fair | 26.5 | 000400839005708 |
| NBI report | 9-D.1 LOCAL | KISIWA CREEK | 6.0E 4.9S OF BURRTON | Concrete Stringer/Multi-beam or girder | NR possible | 1920 | -- | 24.9 | 28.9 | Poor | 53.0 | 000400797005809 |
| NBI report | D-8.7 LOCAL | KISIWA CREEK | 3.0S 3.3W OF HALSTEAD | Concrete Culvert | NR possible | 1920 | -- | 20.0 | 23.0 | Poor | 40.8 | 000400795705820 |
| NBI report | K-26.75 LOCAL | TRIB. W. WHITEWATER CK. | 0.5N 6.2E OF NEWTON | Concrete Slab | NR possible | 1920 | -- | 29.9 | 33.1 | Poor | 23.5 | 000400831705680 |
| NBI report Bridgehunter | K-8.6 LOCAL | LITTLE ARKANSAS RIVER | 0.5N 11.5W OF NEWTON | Concrete Stringer/Multi-beam or girder | NR possible | 1920 | -- | 60.0 | 65.0 | Poor | 20.5 | 000400795605680 |
| NBI report | K-8.7 LOCAL | LITTLE ARKANSAS RIVER | 0.5N 11.4W OF NEWTON | Concrete Slab | NR possible | 1920 | -- | 20.0 | 23.0 | Fair | 65.2 | 000400795705680 |
| NBI report | F-23.5 LOCAL | JESTER CREEK | 4.5W 1.0N OF ANNELLY | Concrete Slab | -- | 1920 | 1983 | 40.0 | 42.0 | Fair | 97.0 | 000400825505780 |
| NBI report Bridgehunter | 22-Q.3 LOCAL | SAND CREEK | 1.5E 6.8N OF NEWTON | Concrete Slab | NR possible | 1921 | -- | 41.0 | 43.0 | Fair | 46.8 | 000400823005547 |
| NBI report Bridgehunter | P-21.7 LOCAL | SAND CREEK | 1.0S 5.8E OF HESSTON | Concrete Slab | NR possible | 1921 | -- | 40.0 | 43.0 | Fair | 65.7 | 000400821705580 |
| NBI report Bridgehunter | G-12.4 MINOR | LITTLE ARKANSAS RIVER | 0.5E OF HALSTEAD | Concrete Tee beam (6 spans) | NR possible | 1925 | -- | 42.0 | 264.1 | Poor | 33.9 | 000400803405760 |
| NBI report Bridgehunter | L-17.1 LOCAL | EAST EMMA CREEK | 1.5N 3.3W OF NEWTON | Concrete Slab | NR possible | 1925 | -- | 40.0 | 43.0 | Fair | 49.7 | 000400813105660 |
| NBI report Bridgehunter | M-27.4 LOCAL | WEST WHITEWATER CREEK | 2.5N 6.9E OF NEWTON | Concrete Slab | NR possible | 1925 | -- | 29.9 | 33.1 | Fair | 77.4 | 000400833405640 |
| NBI report | US50 HWY | BLACK KETTLE CREEK DRG. | 0.09 MI. W. OF K-89 | Concrete Culvert (3 spans) | -- | 1928 | 1966 | 8.9 | 26.9 | Good | 75.8 | 999905000400491 |
| NBI report | US50 HWY | LITTLE ARKANSAS RIV DRN | 0.29 MI E K89 | Concrete Culvert (6 spans) | -- | 1928 | 1966 | 5.9 | 39.4 | Good | 74.9 | 999905000400501 |
| NBI report | J-27.1 RS 86 | MADISON CREEK | 4.6E OF NEWTON | Concrete Culvert (3 spans) | NR possible | 1929 | -- | 7.9 | 26.9 | Good | 86.3 | 000000000400010 |
| NBI report Bridgehunter | 11-H.9 RS 307 | KETTLE CREEK | 10.0W 0.1S OF NEWTON | Concrete Tee beam (3 spans) | NR possible | 1930 | -- | 26.9 | 84.0 | Fair | 78.5 | 000000000400310 |
| NBI report Bridgehunter | 2-N.3 LOCAL | LITTLE ARKANSAS RIVER | 1.0W 5.3N OF BURRTON | Concrete Stringer/Multi-beam or girder (4 spans) | NR possible | 1930 | -- | 33.1 | 112.9 | Poor | 38.3 | 000400783005607 |
| NBI report | 22-P.0 LOCAL | TRIB. TO SAND CREEK | 3.0W 1.0N OF WALTON | Concrete Slab | NR possible | 1930 | -- | 24.0 | 26.9 | Fair | 59.8 | 000400823005580 |
| NBI report | 9-C.9 LOCAL | KISIWA CREEK | 3.0W 3.0S OF HALSTEAD | Concrete Stringer/Multi-beam or girder | NR possible | 1930 | -- | 24.9 | 27.9 | Poor | 25.3 | 000400797005821 |
| NBI report | C-15.6 LOCAL | TRIB. TO EMMA CREEK | 1.8N 0.4W OF SEDGWICK | Concrete Slab | NR possible | 1930 | -- | 20.0 | 22.0 | Fair | 65.5 | 000400809605840 |
| NBI report | F-17.9 LOCAL | TRIB. TO SAND CREEK | 6.0E 1.0S OF HALSTEAD | Concrete Slab | NR possible | 1930 | -- | 24.0 | 25.9 | Fair | 56.3 | 000400813905780 |
| NBI report Bridgehunter | F-30.3 LOCAL | TRIB. EAST WHITEWATER CR | 2.2E 1.0N OF ANNELLY | Concrete Slab | NR possible | 1930 | -- | 60.0 | 64.0 | Fair | 23.4 | 000400839305780 |
| NBI report | M-13.6 MINOR | WEST EMMA CREEK | 4.0S 2.4W OF HESSTON | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 12.1 | 24.9 | Good | 86.5 | 000400805605640 |
| NBI report | N-16.2 LOCAL | MIDDLE EMMA CREEK | 3.0S 0.2E OF HESSTON | Concrete Tee beam (2 spans) | NR possible | 1930 | -- | 32.2 | 65.9 | Poor | 42.3 | 000400811205620 |
| NBI report Bridgehunter | O-16.4 RS 875 | MIDDLE EMMA CREEK | 0.5E 1.0S OF HESSTON | Concrete Tee beam (2 spans) | NR possible | 1930 | -- | 32.2 | 65.9 | Poor | 35.2 | 000000000400710 |
| NBI report | O-2.6 LOCAL | LITTLE ARKANSAS RIVER | 6.0N OF BURRTON | Concrete Slab | NR possible | 1930 | -- | 40.0 | 43.0 | Poor | 34.8 | 000400783705600 |
| NBI report | O-7.1 MINOR | TRIB. LITTLE ARK. RIV. | 2.0S 8.8W OF HESSTON | Concrete Culvert (2 spans) | NR possible | 1930 | -- | 9.8 | 22.0 | Good | 88.5 | 000400793105600 |
| NBI report | US50 HWY | LITTLE ARKANSAS RIV DRN | 9.19 MI E RENO COLN | Concrete Culvert (3 spans) | -- | 1930 | 1966 | 7.9 | 25.6 | Good | 77.6 | 999905000400471 |
| NBI report | 22-K.5 (FAU 4106) | TRIB. TO SAND CREEK | EAST EDGE OF NEWTON | Concrete Channel beam | -- | 1930 | 1982 | 49.9 | 50.9 | Fair | 76.5 | 000400823005665 |
| NBI report | O-18.9 RS 875 | EAST EMMA CREEK | 6.0W OF WALTON | Concrete Channel beam | -- | 1930 | 1983 | 49.9 | 50.9 | Fair | 85.0 | 000000000400730 |
| NBI report Bridgehunter | E-17.9 RS 751 | SAND CREEK | 3.0S 3.1W OF NEWTON | Concrete Tee beam (6 spans) | NR possible | 1934 | -- | 32.2 | 195.9 | Poor | 43.1 | 000000000400450 |
| NBI report | 7-D.9 MINOR | KISIWA CREEK | 4.0E 4.1S OF BURRTON | Concrete Culvert (4 spans) | NR possible | 1935 | -- | 7.9 | 37.1 | Good | 89.5 | 000400793005801 |
| NBI report | E-15.1 LOCAL | EMMA CREEK | 6.4W 1.0N INT. I135-K196 | Steel Stringer/Multi-beam or girder (8 spans) | NR possible | 1935 | -- | 29.9 | 241.2 | Fair | 52.9 | 000400809105800 |
| NBI report | G-6.1 RS 753 | N. BRANCH KISIWA CREEK | 4.9W OF HALSTEAD | Concrete Culvert (5 spans) | NR possible | 1936 | -- | 7.9 | 44.0 | Fair | 78.4 | 000000000400500 |
| NBI report | K15 HWY | SAND CREEK DRAINAGE | 0.81 MI. N. OF US-50 JCT. | Concrete Culvert (2 spans) | -- | 1938 | 1967 | 20.0 | 48.2 | Good | 78.2 | 999901500400631 |
| NBI report | 12-D.05 MINOR | KISIWA CREEK | 1.0E 2.9S OF HALSTEAD | Concrete Tee beam | NR possible | 1939 | -- | 36.1 | 40.0 | Poor | 47.2 | 000400803005809 |
| NBI report | G-3.45 RS 753 | KISIWA CREEK | 1.0S 0.45E OF BURRTON | Concrete Culvert (3 spans) | NR possible | 1939 | -- | 9.8 | 32.2 | Fair | 89.4 | 000000000400490 |
| NBI report | 17-C.2 LOCAL | TRIB. TO SAND CREEK | 3.5W7.3S OF NEWTON | Concrete Culvert (2 spans) | NR possible | 1940 | -- | 9.8 | 21.0 | Good | 87.5 | 000400813005828 |
| NBI report | L-30.1 LOCAL | TRIB. E. WHITEWATER CK. | 1.5N 9.6E OF NEWTON | Concrete Culvert (2 spans) | NR possible | 1940 | -- | 9.8 | 22.0 | Good | 89.5 | 000400839105660 |
| NBI report | Q-12.6 RS 306 | UNNAMED STREAM | 2.4W OF HESSTON | Concrete Culvert (3 spans) | NR possible | 1940 | -- | 9.8 | 33.1 | Good | 88.3 | 000000000400220 |
| NBI report | 25-D.1 RS 762 | WEST WILDCAT CREEK | 3.9S 4.0E OF NEWTON | Concrete Culvert (2 spans) | NR possible | 1941 | -- | 9.8 | 23.0 | Fair | 89.5 | 000000000400510 |
| NBI report | 28-I.4 RS 309 | WALNUT CREEK | 5.6E OF NEWTON | Concrete Culvert (3 spans) | NR possible | 1942 | -- | 14.1 | 45.9 | Fair | 89.4 | 000000000400360 |
| NBI report | K15 HWY | SAND CREEK DRAINAGE | 0.62 MI S OF I-135 N JCT | Concrete Culvert (3 spans) | -- | 1942 | -- | 8.9 | 28.5 | Good | 78.1 | 999901500400651 |
| NBI report | 32-L.5 RS 2046 | UNNAMED STREAM | 0.4W 0.5N OF NEWTON | Concrete Culvert (6 spans) | NR possible | 1945 | -- | 5.9 | 42.0 | Good | 91.4 | 000000000400610 |
| NBI report | 32-Q.9 RS 2043 | TRIB. TO WEST EMMA CK. | 1.6W 0.9N OF HESSTON | Concrete Culvert (3 spans) | NR possible | 1945 | -- | 7.9 | 26.9 | Fair | 80.8 | 000000000400590 |
| NBI report Bridgehunter | 28-E.4 RS 309 | GYPSUM CREEK | 6.0E 4.6S OF NEWTON | Concrete Culvert (3 spans) | -- | 1947 | -- | 14.1 | 45.9 | Fair | 89.5 | 000000000400350 |
| NBI report | 3-A.99 RS 305 | UNNAMED STREAM | 7.0S OF BURRTON | Concrete Culvert (9 spans) | -- | 1949 | -- | 5.9 | 60.0 | Good | 56.8 | 000000000400110 |
| NBI report | 3-G.2 RS 305 | UNNAMED STREAM | 1.8S OF BURRTON | Concrete Culvert (9 spans) | -- | 1949 | -- | 5.9 | 60.0 | Good | 56.7 | 000000000400120 |
| NBI report | 3-G.7 RS 305 | UNNAMED STREAM | 1.3S OF BURRTON | Concrete Culvert (5 spans) | -- | 1949 | -- | 5.9 | 34.1 | Good | 59.7 | 000000000400130 |
| NBI report | D-21.1 RS 5023 | UNNAMED STREAM | 4.0S 0.1E OF NEWTON | Concrete Culvert (3 spans) | -- | 1949 | -- | 7.9 | 26.9 | Fair | 96.4 | 000000000400620 |
| NBI report | Old Main Street | Slate Creek | 7th St. & Main | Concrete Culvert (3 spans) | -- | 1949 | 2004 | 12.1 | 37.4 | Good | 98.9 | 420500404111001 |
| NBI report | 19-J.9 (FAU 4103) | UNNAMED STREAM | N.W. CORNER OF NEWTON | Concrete Culvert (3 spans) | -- | 1950 | -- | 9.8 | 33.1 | Good | 66.1 | 000000000400640 |
| NBI report | 19-K.1 (FAU 4103) | MUD CREEK | N.W. CORNER OF NEWTON | Concrete Culvert (3 spans) | -- | 1950 | -- | 14.1 | 46.9 | Fair | 89.0 | 000000000400630 |
| NBI report | 24-O.7 LOCAL | BEAVER CREEK | 3.5E 5.2N OF NEWTON | Wood Stringer/Multi-beam or girder (5 spans) | -- | 1950 | -- | 19.0 | 94.2 | Fair | 42.8 | 000400827005583 |
| NBI report | 27-A.8 LOCAL | WILDCAT CREEK | 4.0E 2.2S OF WHITEWATER | Concrete Slab | -- | 1950 | -- | 29.9 | 32.2 | Poor | 35.2 | 000400833005862 |
| NBI report | C-1.2 LOCAL | TRIB. TO ARKANSAS RIVER | 1.3W 6.0S OF BURRTON | Concrete Culvert (3 spans) | -- | 1950 | -- | 7.9 | 25.9 | Good | 88.5 | 000400781205840 |
| NBI report | C-20.9 LOCAL | TRIB. TO JESTER CREEK | 7.5S 0.4E OF NEWTON | Steel Stringer/Multi-beam or girder | -- | 1950 | -- | 29.9 | 32.2 | Poor | 49.9 | 000400819905840 |
| NBI report | K-19.1 (FAU 4108) | MUD CREEK | N.W. CORNER OF NEWTON | Concrete Culvert (3 spans) | -- | 1950 | -- | 9.8 | 32.2 | Good | 79.4 | 000000000400650 |
| NBI report | L-19.5 LOCAL | TRIB. TO SAND CREEK | 1.5N 1.0W OF NEWTON | Concrete Culvert (2 spans) | -- | 1950 | -- | 9.8 | 22.0 | Good | 81.1 | 000400817505660 |
| NBI report | L-27.4 LOCAL | WEST WHITEWATER CREEK | 1.5N 6.9E OF NEWTON | Steel Stringer/Multi-beam or girder | -- | 1950 | -- | 28.9 | 30.8 | Fair | 77.1 | 000400833405660 |
| NBI report Bridgehunter | M-17.6 MINOR | EAST EMMA CREEK | 4.0S 1.7E OF HESSTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1950 | -- | 15.1 | 44.9 | Poor | 30.0 | 000400813605640 |
| NBI report | M-9.1 MINOR | BLACK KETTLE CREEK | 4.0S 6.9W OF HESSTON | Concrete Tee beam (3 spans) | -- | 1950 | -- | 25.9 | 79.1 | Poor | 39.9 | 000400797105640 |
| NBI report | O-16.7 RS 875 | TRIB. MIDDLE EMMA CREEK | 2.0S 0.8E OF HESSTON | Concrete Culvert (2 spans) | -- | 1950 | -- | 12.1 | 25.9 | Good | 89.5 | 000000000400720 |
| NBI report | P-15.6 LOCAL | DRY CREEK | 1.0S 0.6W OF HESSTON | Concrete Culvert (2 spans) | -- | 1950 | -- | 15.1 | 32.2 | Good | 89.4 | 000400809405580 |
| NBI report | 28-R.3 RS 422 | UNNAMED STREAM | 3.0E 3.3N OF WALTON | Concrete Culvert (2 spans) | -- | 1950 | 1960 | 9.8 | 23.0 | Fair | 89.4 | 000000000400380 |
| NBI report | 7-N.8 MINOR | LITTLE ARKANSAS RIVER | 4.0E 5.8N OF BURRTON | Concrete Stringer/Multi-beam or girder (4 spans) | -- | 1951 | -- | 69.9 | 242.1 | Poor | 68.5 | 000400793005602 |
| NBI report | 28-A.7 RS 309 | WILDCAT CREEK | 12.0E 0.7N OF SEDGWICK | Concrete Slab (3 spans) | -- | 1952 | -- | 49.9 | 143.1 | Fair | 38.9 | 000000000400340 |
| NBI report | G-22.5 RS 752 | WEST FORK JESTER CREEK | 1.0S 1.5E OF NEWTON | Concrete Culvert (3 spans) | -- | 1952 | -- | 7.9 | 26.9 | Good | 86.3 | 000000000400460 |
| NBI report | G-23.6 RS 752 | EAST FORK JESTER CREEK | 1.0S 2.6E OF NEWTON | Concrete Slab (3 spans) | -- | 1952 | -- | 29.9 | 82.0 | Good | 49.5 | 000000000400470 |
| NBI report | O-22.6 RS 875 | UNNAMED STREAM | 3.0N 1.6E OF NEWTON | Concrete Slab (3 spans) | -- | 1952 | -- | 35.1 | 92.9 | Fair | 28.9 | 000000000400530 |
| NBI report | O-23.4 RS 875 | UNNAMED STREAM | 3.0N 2.4E OF NEWTON | Concrete Culvert (3 spans) | -- | 1952 | 1960 | 7.9 | 26.9 | Good | 89.4 | 000000000400540 |
| NBI report | 11-P.5 RS 307 | UNNAMED STREAM | 5.0W 0.5S OF HESSTON | Concrete Culvert (3 spans) | -- | 1953 | -- | 7.9 | 26.9 | Good | 89.3 | 000000000400320 |
| NBI report | 11-R.8 RS 307 | UNNAMED STREAM | 5.0W 1.8N OF HESSTON | Concrete Culvert (3 spans) | -- | 1953 | -- | 9.8 | 33.1 | Fair | 88.3 | 000000000400330 |
| NBI report | K-15.1 RS 749 | DRY CREEK | 3.9W OF NEWTON | Concrete Culvert (2 spans) | -- | 1953 | -- | 14.1 | 29.9 | Good | 67.3 | 000000000400420 |
| NBI report | O-21.7 RS 875 | SAND CREEK | 3.0N 0.7E OF NEWTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1953 | -- | 55.1 | 145.0 | Fair | 52.3 | 000000000400520 |
| NBI report | Q-5.2 RS 306 | TURKEY CREEK | 9.8W OF HESSTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1953 | -- | 74.2 | 206.0 | Poor | 63.3 | 000000000400180 |
| NBI report | Q-6.4 RS 306 | SAND CREEK | 8.6W OF HESSTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1953 | -- | 53.2 | 145.0 | Poor | 38.9 | 000000000400190 |
| NBI report | 3-O.7 RS 305 | BLAZE FK. LIL. ARK. RIV. | 6.7N OF BURRTON | Concrete Slab (3 spans) | -- | 1954 | -- | 40.0 | 105.0 | Fair | 53.4 | 000000000400150 |
| NBI report | 3-O.8 RS 305 | UNNAMED STREAM | 6.8N OF BURRTON | Concrete Culvert (3 spans) | -- | 1954 | -- | 7.9 | 27.9 | Fair | 78.1 | 000000000400160 |
| NBI report | G-27.5 RS 752 | GYPSUM CREEK | 1.0S 6.5E OF NEWTON | Concrete Tee beam (3 spans) | -- | 1955 | -- | 24.9 | 78.1 | Poor | 41.9 | 000000000400480 |
| NBI report | G.7-11.8 LOCAL | BLACK KETTLE CREEK | AT PARK AT HALSTEAD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1955 | -- | 29.9 | 65.9 | Fair | 73.5 | 000400801805743 |
| NBI report | K-15.9 RS 749 | MIDDLE EMMA CREEK | 3.1W OF NEWTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1955 | -- | 42.0 | 109.9 | Poor | 38.4 | 000000000400430 |
| NBI report | G-29.1 MINOR | WEST WHITEWATER CREEK | 3.5S 8.6E OF NEWTON | Concrete Tee beam (4 spans) | -- | 1956 | -- | 25.9 | 106.0 | Poor | 45.7 | 000400837105760 |
| NBI report | G-30.8 MINOR | EAST WHITEWATER CREEK | 3.0N 0.2W OF WHITEWATER | Concrete Tee beam (3 spans) | -- | 1956 | -- | 25.9 | 80.1 | Fair | 62.2 | 000400839805760 |
| NBI report | I-135 HWY NB | BNSF RR&OLD U50 | 0.04 MI. S OF US-50 N JCT | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1956 | 1985 | 80.1 | 371.1 | Good | 94.6 | 999913500400241 |
| NBI report | 12-F.3 LOCAL | UNNAMED STREAM | 0.7S OF HALSTEAD | Concrete Culvert (2 spans) | -- | 1957 | -- | 14.1 | 33.1 | Fair | 72.0 | 000400803005766 |
| NBI report | Q-10.1 RS 306 | BLACK KETTLE CREEK | 4.9W OF HESSTON | Concrete Culvert (4 spans) | -- | 1958 | -- | 9.8 | 44.9 | Good | 88.3 | 000000000400210 |
| NBI report | Q-4.5 RS 306 | UNNAMED STREAM | 10.5W OF HESSTON | Concrete Culvert (3 spans) | -- | 1958 | -- | 7.9 | 26.9 | Good | 88.2 | 000000000400170 |
| NBI report | Q-7.5 RS 306 | UNNAMED STREAM | 7.5W OF HESSTON | Concrete Culvert (3 spans) | -- | 1958 | -- | 7.9 | 26.9 | Fair | 88.3 | 000000000400200 |
| NBI report | I-135 HIGHWAY | SAND CREEK DRAINAGE | O.27 MI. NW OF K-15 N JCT | Concrete Culvert (2 spans) | -- | 1958 | 1971 | 9.8 | 21.0 | Fair | 63.6 | 999913500400321 |
| NBI report | 24TH STREET | I-135 HIGHWAY | 0.88 MI NW OF 50 N JCT | Concrete Box beam or girders - Multiple (4 spans) | -- | 1959 | -- | 81.0 | 294.6 | Good | 88.4 | 999913500400261 |
| NBI report | I-135 HWY NB | KO RAILROAD | 0.79 MI. N OF US-50 S JCT | Concrete Slab (3 spans) | -- | 1959 | -- | 44.0 | 112.5 | Good | 94.6 | 999913500400181 |
| NBI report | I-135 HWY SB | KO RAILROAD | 0.80 MI. N OF US-50 S JCT | Concrete Slab (3 spans) | -- | 1959 | -- | 44.0 | 112.5 | Good | 93.3 | 999913500400171 |
| NBI report | I-135 HWY SB | 12TH ST | 0.21 MI. S OF US-50 N JCT | Concrete Slab (3 spans) | -- | 1959 | -- | 40.0 | 102.4 | Fair | 83.5 | 999913500400211 |
| NBI report | US-50 WESTBOUND | I135 HWY NB-SB | US-50/I-135 N. JCT. | Concrete Box beam or girders - Multiple (4 spans) | -- | 1959 | -- | 75.1 | 274.0 | Good | 94.0 | 999905000400581 |
| NBI report | I-135 HWY SB | BNSF RR&OLD U50 | 0.03 MI. S OF US-50 N JCT | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1959 | 1984 | 80.1 | 371.1 | Good | 90.5 | 999913500400231 |
| NBI report | I-135 HIGHWAY | SAND CREEK DRAINAGE | 0.55 MI NW OF 50 N JCT | Concrete Culvert (4 spans) | -- | 1959 | 2000 | 12.1 | 49.9 | Good | 73.9 | 999913500400251 |
| NBI report | 14-Q.9 LOCAL | TRIB. WEST EMMA CREEK | 2.0W 0.9N OF HESSTON | Prestressed Tee beam | -- | 1960 | -- | 24.0 | 24.9 | Poor | 60.5 | 000400807005541 |
| NBI report | 17-K.5 LOCAL | EAST EMMA CREEK | 1.0N 3.5W OF NEWTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1960 | -- | 25.9 | 105.0 | Fair | 82.5 | 000400813005665 |
| NBI report | 18-M.8 LOCAL | EAST EMMA CREEK | 2.5W 3.3N OF NEWTON | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1960 | -- | 29.9 | 92.9 | Fair | 86.9 | 000400815005622 |
| NBI report | 19-O.1 LOCAL | EAST EMMA CREEK | 1.5W 4.6N OF NEWTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1960 | -- | 14.1 | 57.1 | Fair | 62.9 | 000400817005589 |
| NBI report | 22-D.6 LOCAL | JESTER CREEK | 1.5E 5.9S OF NEWTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1960 | -- | 27.9 | 122.1 | Fair | 77.3 | 000400823005804 |
| NBI report | 5-E.7 LOCAL | KISIWA CREEK | 2.0E 3.3S OF BURRTON | Steel Stringer/Multi-beam or girder | -- | 1960 | -- | 28.9 | 30.8 | Fair | 76.2 | 000400789005783 |
| NBI report | 6-O.4 LOCAL | TRIB. LITTLE ARK. RIV. | 3.0E 6.6N OF BURRTON | Steel Stringer/Multi-beam or girder | -- | 1960 | -- | 29.9 | 30.8 | Fair | 87.0 | 000400791005586 |
| NBI report | 8-C.9 LOCAL | TRIB. TO KISIWA CREEK | 5.0E 5.1S OF BURRTON | Steel Stringer/Multi-beam or girder | -- | 1960 | -- | 36.1 | 38.1 | Fair | 64.4 | 000400795005821 |
| NBI report | A-28.5 LOCAL | WILDCAT CREEK | 9.5S 8.0E OF NEWTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1960 | -- | 29.9 | 123.0 | Fair | 62.0 | 000400835505880 |
| NBI report | B-22.4 LOCAL | GOOSEBERRY CREEK | 8.5S 1.9E OF NEWTON | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1960 | -- | 14.1 | 30.8 | Poor | 40.4 | 000400823405860 |
| NBI report | C-15.1 LOCAL | EMMA CREEK | 7.5S 5.4W OF NEWTON | Steel Stringer/Multi-beam or girder (8 spans) | -- | 1960 | -- | 30.8 | 232.0 | Poor | 44.2 | 000400809105840 |
| NBI report | C-25.4 LOCAL | TRIB. TO WILDCAT CREEK | 7.5S 4.9E OF NEWTON | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1960 | -- | 22.0 | 44.9 | Poor | 38.0 | 000400829405840 |
| NBI report | D-13.1 MINOR | KISIWA CREEK | 3.0S 1.1E OF HALSTEAD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1960 | -- | 29.9 | 62.0 | Fair | 80.1 | 000400805105820 |
| NBI report | D-13.5 MINOR | KISIWA CREEK | 3.0S 1.5E OF HALSTEAD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1960 | -- | 29.9 | 62.0 | Fair | 93.3 | 000400805505820 |
| NBI report | D-13.7 MINOR | LITTLE ARKANSAS RIVER | 3.0S 1.7E OF HALSTEAD | Prestressed Tee beam (5 spans) | -- | 1960 | -- | 46.9 | 169.0 | Fair | 66.2 | 000400805705820 |
| NBI report | D-16.9 LOCAL | TRIB. TO SAND CREEK | 3.0S 4.9E OF HALSTEAD | Prestressed Tee beam | -- | 1960 | -- | 29.9 | 30.8 | Fair | 72.0 | 000400811905820 |
| NBI report | D-20.4 LOCAL | TRIB. TO JESTER CREEK | 3.0S 8.4E OF HALSTEAD | Steel Stringer/Multi-beam or girder | -- | 1960 | -- | 29.9 | 32.2 | Good | 81.1 | 000400819405820 |
| NBI report | E-21.3 LOCAL | UNNAMED STREAM | 3.0S OF NEWTON | Concrete Culvert (3 spans) | -- | 1960 | -- | 9.8 | 33.1 | Fair | 97.0 | 000400821305800 |
| NBI report | E-30.7 LOCAL | EAST WHITEWATER CREEK | 2.6E OF ANNELLY | Wood Stringer/Multi-beam or girder (5 spans) | -- | 1960 | -- | 19.0 | 97.1 | Fair | 41.8 | 000400839705800 |
| NBI report | F-21.6 LOCAL | UNNAMED STREAM | 2.0S OF NEWTON | Concrete Culvert (2 spans) | -- | 1960 | -- | 9.8 | 22.0 | Good | 97.0 | 000400821605780 |
| NBI report | F-30.8 LOCAL | EAST WHITEWATER CREEK | 2.5E 1.0N OF ANNELLY | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1960 | -- | 29.9 | 60.0 | Fair | 28.8 | 000400839805780 |
| NBI report | G-15.1 MINOR | EAST EMMA CREEK | 3.1E OF HALSTEAD | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1960 | -- | 40.0 | 142.1 | Fair | 61.0 | 000400809105760 |
| NBI report | H-24.2 LOCAL | JESTER CREEK | 2.5S 3.7E OF NEWTON | Steel Stringer/Multi-beam or girder | -- | 1960 | -- | 28.9 | 30.8 | Fair | 88.5 | 000400827205740 |
| NBI report | H-30.5 LOCAL | EAST WHITEWATER CREEK | 2.5S 10.0E OF NEWTON | Steel Stringer/Multi-beam or girder | -- | 1960 | -- | 30.8 | 33.1 | Fair | 92.4 | 000400839505740 |
| NBI report | I-19.7 (FAU 4100) | SAND CREEK | 1.5S 0.7W OF NEWTON | Prestressed Box beam or girders - Multiple (5 spans) | -- | 1960 | -- | 50.9 | 253.0 | Fair | 83.9 | 000400817705720 |
| NBI report | J-9.5 LOCAL | LITTLE ARKANSAS RIVER | 1.5N 7.3E OF BURRTON | Steel Stringer/Multi-beam or girder (8 spans) | -- | 1960 | -- | 29.9 | 243.1 | Poor | 50.2 | 000400797505700 |
| NBI report | K-26.1 LOCAL | TRIB. W. WHITEWATER CK. | 0.5N 5.6E OF NEWTON | Steel Stringer/Multi-beam or girder | -- | 1960 | -- | 21.0 | 22.0 | Good | 91.4 | 000400831105680 |
| NBI report | L-22.5 MINOR | UNNAMED STREAM | 1.5E OF NEWTON | Concrete Culvert (2 spans) | -- | 1960 | -- | 9.8 | 22.0 | Good | 89.5 | 000400823505660 |
| NBI report | M-26.3 LOCAL | TRIB. W. WHITEWATER CK. | 2.5N 5.8E OF NEWTON | Steel Stringer/Multi-beam or girder | -- | 1960 | -- | 29.9 | 32.2 | Fair | 46.2 | 000400831305640 |
| NBI report | N-13.3 LOCAL | WEST EMMA CREEK | 3.0S 2.7W OF HESSTON | Steel Stringer/Multi-beam or girder (6 spans) | -- | 1960 | -- | 29.9 | 183.1 | Fair | 91.1 | 000400805305620 |
| NBI report | P-13.5 LOCAL | WEST EMMA CREEK | 1.0S 2.5W OF HESSTON | Steel Stringer/Multi-beam or girder (7 spans) | -- | 1960 | -- | 29.9 | 212.9 | Fair | 60.4 | 000400805505580 |
| NBI report | P-19.0 LOCAL | EAST EMMA CREEK | 3.0N 1.5W INT. K15-I135 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1960 | -- | 26.9 | 62.0 | Fair | 69.4 | 000400817005580 |
| NBI report | M-7.6 MINOR | LITTLE ARKANSAS RIVER | 4.0S 8.5W OF HESSTON | Prestressed Tee beam (5 spans) | -- | 1960 | 1973 | 36.1 | 182.1 | Fair | 41.0 | 000400793605640 |
| NBI report | 11-F.9 | TRIB. LITTLE ARK. RIVER | W. EDGE OF HALSTEAD | Concrete Stringer/Multi-beam or girder | -- | 1960 | 1980 | 29.9 | 32.2 | Fair | 94.3 | 000000000400281 |
| NBI report | 11-H.5 RS 307 | UNNAMED STREAM | 1.5N OF HALSTEAD | Concrete Culvert (2 spans) | -- | 1961 | -- | 9.8 | 23.0 | Good | 72.5 | 000000000400300 |
| NBI report | 7-A.2 MINOR | STREAM | 4.0E 7.8S OF BURRTON | Concrete Culvert (2 spans) | -- | 1961 | -- | 9.8 | 22.0 | Good | 89.5 | 000400793005868 |
| NBI report | 7-C.9 MINOR | KISIWA CREEK | 4.0E 5.1S OF BURRTON | Concrete Culvert (8 spans) | -- | 1961 | -- | 9.8 | 86.0 | Good | 89.5 | 000400793005821 |
| NBI report | K-16.6 RS 749 | EAST EMMA CREEK | 2.4W OF NEWTON | Concrete Culvert (4 spans) | -- | 1961 | -- | 17.1 | 74.2 | Fair | 79.9 | 000000000400440 |
| NBI report | A-18.6 RS 307 | UNNAMED STREAM | 1.6E SEDGWICK | Concrete Culvert (3 spans) | -- | 1962 | -- | 9.8 | 33.1 | Good | 73.5 | 000000000400660 |
| NBI report | Plum Street | Slate Creek | 7th St. & S. Plum | Prestressed Other (3 spans) | -- | 1962 | -- | 29.9 | 86.9 | Fair | 82.4 | 520500400000003 |
| NBI report | R-22.2 LOCAL | SAND CREEK | 7.5N 1.8E OF NEWTON | Prestressed Tee beam (3 spans) | -- | 1964 | -- | 34.1 | 102.0 | Good | 80.4 | 000400823205540 |
| NBI report | US50 HWY | MUD CREEK | 6.08 MI E K89 | Concrete Culvert (3 spans) | -- | 1964 | 2015 | 12.1 | 37.4 | Good | 82.0 | 999905000400531 |
| NBI report | 24th Street | Sand Creek | 0.2 miles E. of Meridian | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1965 | -- | 40.0 | 181.1 | Fair | 60.6 | 520500400000011 |
| NBI report | A-21.4 RS 307 | UNNAMED | 4.4E SEDGWICK | Concrete Slab (3 spans) | -- | 1965 | -- | 47.9 | 123.0 | Good | 76.3 | 000000000400700 |
| NBI report | F-22.2 LOCAL | TRIB. TO JESTER CREEK | 1.0S 10.2E OF HALSTEAD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1965 | -- | 19.0 | 39.0 | Fair | 72.2 | 000400823205780 |
| NBI report | L-21.1 LOCAL | SAND CREEK | 0.5E OF NORTH NEWTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1965 | -- | 44.0 | 180.1 | Fair | 75.2 | 000400821105660 |
| NBI report | L-27.6 LOCAL | WEST WHITEWATER CREEK | 7.1E 1.0S INT. I135-K15 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1965 | -- | 23.0 | 89.9 | Fair | 23.4 | 000400833605660 |
| NBI report | O-2.65 LOCAL | LITTLE ARKANSAS RIVER | 6.0N OF BURRTON | Steel Stringer/Multi-beam or girder | -- | 1965 | -- | 29.9 | 32.2 | Fair | 61.9 | 000400783805600 |
| NBI report | Q-21.9 MINOR | SAND CREEK | 6.5N 1.4E OF NEWTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1965 | -- | 27.9 | 113.9 | Fair | 90.4 | 000400821905560 |
| NBI report | J-14.3 LOCAL | WEST EMMA CREEK | 0.5S 6.2W OF NEWTON | Steel Stringer/Multi-beam or girder (8 spans) | -- | 1966 | -- | 29.9 | 242.1 | Fair | 80.3 | 000400807305700 |
| NBI report | 11.7-G.6 RS 753 | LITTLE ARKANSAS RIVER | CITY OF HALSTEAD | Prestressed Tee beam (5 spans) | -- | 1967 | -- | 57.1 | 271.0 | Fair | 60.2 | 000000000400505 |
| NBI report | 17-Q.3 LOCAL | MIDDLE EMMA CREEK | 0.3N 1.0E OF HESSTON | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1967 | -- | 30.8 | 124.0 | Fair | 85.6 | 000400813005547 |
| NBI report | D-15.1 MINOR | EMMA CREEK | 3.0S 3.1E OF HALSTEAD | Steel Stringer/Multi-beam or girder (10 spans) | -- | 1967 | -- | 29.9 | 301.9 | Fair | 78.2 | 000400809105820 |
| NBI report | D-15.5 MINOR | TRIB. OF EMMA CREEK | 6.0W INT. I135 & K196 | Steel Stringer/Multi-beam or girder | -- | 1967 | -- | 29.9 | 32.2 | Fair | 85.5 | 000400809505820 |
| NBI report | D-17.8 LOCAL | TRIB. TO SAND CREEK | 3.0S 5.8E OF HALSTEAD | Steel Stringer/Multi-beam or girder | -- | 1967 | -- | 26.9 | 27.9 | Fair | 92.0 | 000400813805820 |
| NBI report | D-17.2 LOCAL | SAND CREEK | 3.0S 5.2E OF HALSTEAD | Steel Stringer/Multi-beam or girder (8 spans) | -- | 1968 | -- | 29.9 | 242.1 | Good | 89.8 | 000400813205820 |
| NBI report | F-12.6 LOCAL | LITTLE ARKANSAS RIVER | 1.0S 0.8E OF HALSTEAD | Steel Stringer/Multi-beam or girder (7 spans) | -- | 1968 | -- | 29.9 | 212.0 | Poor | 64.3 | 000400803605780 |
| NBI report | J-16.4 LOCAL | TRIB. MIDDLE EMMA CREEK | 0.5S 4.1W OF NEWTON | Prestressed Tee beam (4 spans) | -- | 1968 | -- | 29.9 | 120.1 | Fair | 82.0 | 000400811405700 |
| NBI report | LOCAL ROAD | I-135 HIGHWAY | 2.00 MI N OF SEDWICK CL | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 91.9 | 273.3 | Good | 89.2 | 999913500400031 |
| NBI report | LOCAL ROAD | I-135 HIGHWAY | 1.00 MI. N OF K-196 JCT | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 91.9 | 273.3 | Good | 89.1 | 999913500400091 |
| NBI report | O-30.4 RS 875 | UNNAMED STREAM | 4.4E OF WALTON | Concrete Culvert (2 spans) | -- | 1969 | -- | 12.1 | 25.9 | Fair | 74.9 | 000000000400550 |
| NBI report | SE 36th Street | I-135 HIGHWAY | 3.01 MI. N OF K-196 JCT | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 91.9 | 273.3 | Fair | 81.2 | 999913500400131 |
| NBI report | 17-C.6 LOCAL | SAND CREEK | 3.5W 6.9S OF NEWTON | Steel Stringer/Multi-beam or girder (8 spans) | -- | 1970 | -- | 30.8 | 244.1 | Fair | 79.4 | 000400813005824 |
| NBI report | F-18.3 LOCAL | SAND CREEK | 1.0S 6.3E OF HALSTEAD | Steel Stringer/Multi-beam or girder (6 spans) | -- | 1970 | -- | 33.1 | 199.2 | Fair | 68.1 | 000400815305780 |
| NBI report | I-135 NORTHBOUND | GOOSEBERRY CREEK | 0.20 MI N SEDGWICK COL | Concrete Slab (3 spans) | -- | 1970 | -- | 44.0 | 112.5 | Good | 94.7 | 999913500400021 |
| NBI report | I-135 NORTHBOUND | JESTER CREEK | 2.08 MI N OF SEDWICK CL | Concrete Slab (3 spans) | -- | 1970 | -- | 52.2 | 132.6 | Good | 96.9 | 999913500400051 |
| NBI report | I-135 NORTHBOUND | RS1937 SPUR, K196 | JCT K-196 | Concrete Slab (4 spans) | -- | 1970 | -- | 65.9 | 234.6 | Good | 98.0 | 999913500400071 |
| NBI report | I-135 SOUTHBOUND | GOOSEBERRY CREEK | 0.19 MI N OF SEDWICK CL | Concrete Slab (3 spans) | -- | 1970 | -- | 44.0 | 112.5 | Good | 94.7 | 999913500400011 |
| NBI report | I-135 SOUTHBOUND | JESTER CREEK | 2.09 MI N OF SEDWICK CL | Concrete Slab (3 spans) | -- | 1970 | -- | 52.2 | 132.6 | Good | 96.9 | 999913500400041 |
| NBI report | I-135 SOUTHBOUND | RS1937 SPUR, K196 | JCT K-196 | Concrete Slab (4 spans) | -- | 1970 | -- | 65.9 | 234.6 | Good | 98.0 | 999913500400061 |
| NBI report | I-135NB to K15NB | I-135 HWY SB, US-50 EB | US-50/I-135 JCT. | Steel Stringer/Multi-beam or girder (7 spans) | -- | 1970 | -- | 91.9 | 626.0 | Good | 94.0 | 999901500400621 |
| NBI report Bridgehunter | K15 HWY | SAND CREEK | 1.66 MI. S. OF I-135 | Concrete Slab (5 spans) | -- | 1970 | -- | 59.1 | 218.8 | Good | 87.5 | 999901500400641 |
| NBI report | LOCAL ROAD | I-135 HIGHWAY | 2.00 MI. N OF K-196 JCT | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1970 | -- | 91.9 | 273.3 | Good | 89.2 | 999913500400121 |
| NBI report | LOCAL ROAD | I-135 HIGHWAY | 4.01 MI. N OF K-196 JCT | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1970 | -- | 91.9 | 273.3 | Good | 88.2 | 999913500400141 |
| NBI report | I-135 HWY WL-EL | JESTER CREEK DRAINAGE | 1.61 MI. N OF K-196 JCT | Concrete Culvert (4 spans) | -- | 1970 | 1996 | 9.8 | 48.2 | Good | 68.3 | 999913500400101 |
| NBI report | I-135 HWY NB | LOCAL ROAD | 1.86 MI. NW OF K-15 N JCT | Concrete Slab (3 spans) | -- | 1971 | -- | 61.0 | 156.5 | Good | 96.2 | 999913500400341 |
| NBI report | I-135 HWY NB | EAST EMMA CREEK | 2.40 MI. NW OF K-15 N JCT | Concrete Slab (3 spans) | -- | 1971 | -- | 61.0 | 155.5 | Good | 97.3 | 999913500400361 |
| NBI report | I-135 HWY NB | NW 60th Street | 3.16 MI. NW OF K-15 N JCT | Concrete Slab (3 spans) | -- | 1971 | -- | 61.0 | 156.5 | Good | 96.2 | 999913500400381 |
| NBI report | I-135 HWY NB | MIDDLE EMMA CREEK | 5.34 MI. NW OF K-15 N JCT | Concrete Slab (5 spans) | -- | 1971 | -- | 56.1 | 254.9 | Good | 97.3 | 999913500400401 |
| NBI report | I-135 HWY SB | LOCAL ROAD | 1.85 MI. NW OF K-15 N JCT | Concrete Slab (3 spans) | -- | 1971 | -- | 61.0 | 156.5 | Good | 96.2 | 999913500400331 |
| NBI report | I-135 HWY SB | EAST EMMA CREEK | 2.41 MI NW NJCT K15, SB | Concrete Slab (3 spans) | -- | 1971 | -- | 61.0 | 155.5 | Good | 97.3 | 999913500400351 |
| NBI report | I-135 HWY SB | NW 60th Street | 3.17 MI. NW OF K-15 N JCT | Concrete Slab (3 spans) | -- | 1971 | -- | 61.0 | 156.5 | Good | 96.2 | 999913500400371 |
| NBI report | I-135 HWY SB | MIDDLE EMMA CREEK | 5.33 MI. NW OF K-15 N JCT | Concrete Slab (5 spans) | -- | 1971 | -- | 56.1 | 254.9 | Good | 97.3 | 999913500400391 |
| NBI report | I-135 NORTHBOUND | East Lincoln Blvd | 5.72 MI NW JCT K15 | Concrete Slab (4 spans) | -- | 1971 | -- | 56.1 | 199.5 | Fair | 97.3 | 999913500400421 |
| NBI report | I-135 SOUTHBOUND | East Lincoln Blvd. | 5.73 MI NW JCT K15 | Concrete Slab (4 spans) | -- | 1971 | -- | 56.1 | 199.5 | Good | 95.2 | 999913500400411 |
| NBI report | LOCAL ROAD | I-135 HWY | 8.23 MI NW JCT K15 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1971 | -- | 119.1 | 342.5 | Good | 95.0 | 999913500400441 |
| NBI report | RS0304 | I-135 HIGHWAY | 6.49 MI NW JCT K15 . | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1971 | -- | 130.9 | 375.0 | Good | 85.2 | 999913500400431 |
| NBI report | 14-J.5 LOCAL | WEST EMMA CREEK | 2.0E 3.5N OF HALSTEAD | Prestressed Tee beam (4 spans) | -- | 1975 | -- | 40.0 | 162.1 | Good | 92.7 | 000400807005685 |
| NBI report | 19-G.2 LOCAL | TRIB. TO SAND CREEK | 1.5W 3.3S OF NEWTON | Concrete Culvert (3 spans) | -- | 1975 | -- | 9.8 | 33.1 | Good | 81.1 | 000400817005748 |
| NBI report | 19-G.5 LOCAL | SAND CREEK | 1.5W 3.0S OF NEWTON | Concrete Slab (5 spans) | -- | 1975 | -- | 47.9 | 220.2 | Fair | 89.2 | 000400817005745 |
| NBI report | 22-A.3 LOCAL | TRIB. TO GOOSEBERRY CK. | 1.5E 9.2S OF NEWTON | Concrete Culvert (5 spans) | -- | 1975 | -- | 7.9 | 44.0 | Good | 97.0 | 000400823005867 |
| NBI report | 22-A.4 LOCAL | GOOSEBERRY CREEK | 1.5E 9.1S OF NEWTON | Concrete Culvert (3 spans) | -- | 1975 | -- | 9.8 | 33.1 | Good | 97.0 | 000400823005866 |
| NBI report | 22-N.7 LOCAL | BEAVER CREEK | 3.2W 0.3S OF WALTON | Concrete Culvert (3 spans) | -- | 1975 | -- | 9.8 | 33.1 | Fair | 80.1 | 000400823005603 |
| NBI report | 27-D.1 LOCAL | WILDCAT CREEK | 3.0W OF WHITEWATER | Concrete Culvert (4 spans) | -- | 1975 | -- | 9.8 | 44.0 | Fair | 97.0 | 000400833005809 |
| NBI report | 28-J.8 RS 309 | W. BRANCH WHITEWATER CK. | 6.0E 0.8N OF NEWTON | Steel Culvert | -- | 1975 | -- | 25.9 | 25.9 | Good | 92.5 | 000000000400370 |
| NBI report | 29-G.3 LOCAL | WEST WHITEWATER CREEK | 2.0W 3.3N OF WHITEWATER | Prestressed Tee beam (3 spans) | -- | 1975 | -- | 29.9 | 91.9 | Good | 88.7 | 000400837005747 |
| NBI report | 29-Q.2 LOCAL | TRIB. TO DOYLE CREEK | 8.0E 6.7N OF NEWTON | Concrete Culvert (3 spans) | -- | 1975 | -- | 12.1 | 36.1 | Good | 81.1 | 000400837005548 |
| NBI report | 30-F.2 LOCAL | WEST WHITEWATER CREEK | 1.0W 2.2N OF WHITEWATER | Prestressed Tee beam (3 spans) | -- | 1975 | -- | 29.9 | 91.9 | Fair | 80.0 | 000400839005768 |
| NBI report | 30-Q.3 LOCAL | DOYLE CREEK | 9.5E 6.8N OF NEWTON | Prestressed Tee beam (3 spans) | -- | 1975 | -- | 37.1 | 112.9 | Good | 90.3 | 000400839005548 |
| NBI report | 31-P.4 LOCAL | TRIB. TO DOYLE CREEK | 10.5E 5.9N OF NEWTON | Concrete Culvert (2 spans) | -- | 1975 | -- | 9.8 | 22.0 | Good | 81.1 | 000400841005566 |
| NBI report | 31-P.5 LOCAL | DOYLE CREEK | 10.5E 6.0N OF NEWTON | Prestressed Tee beam (3 spans) | -- | 1975 | -- | 44.0 | 112.9 | Fair | 95.3 | 000400841005565 |
| NBI report | B-27.6 LOCAL | WILDCAT CREEK | 8.5S 7.1E OF NEWTON | Concrete Culvert (3 spans) | -- | 1975 | -- | 9.8 | 33.1 | Fair | 81.1 | 000400833605860 |
| NBI report | C-20.4 LOCAL | TRIB. TO JESTER CREEK | 7.5S OF NEWTON | Concrete Culvert (3 spans) | -- | 1975 | -- | 9.8 | 33.1 | Good | 81.1 | 000400819405840 |
| NBI report | C-30.0 LOCAL | GYPSUM CREEK | 7.5S 9.5E OF NEWTON | Prestressed Tee beam (3 spans) | -- | 1975 | -- | 29.9 | 91.9 | Good | 80.0 | 000400839105840 |
| NBI report | E-28.1 LOCAL | GYPSUM CREEK | 1.0N 2.9W OF WHITEWATER | Concrete Culvert (3 spans) | -- | 1975 | -- | 9.8 | 33.1 | Good | 81.1 | 000400835105800 |
| NBI report | E-30.6 LOCAL | EAST WHITEWATER CREEK | 2.5E OF ANNELLY | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1975 | -- | 16.1 | 77.1 | Poor | 22.4 | 000400839605800 |
| NBI report | F-15.1 LOCAL | EMMA CREEK | 1.0S 3.1E OF HALSTEAD | Prestressed Tee beam (4 spans) | -- | 1975 | -- | 71.9 | 290.0 | Good | 76.5 | 000400809105780 |
| NBI report | F-27.6 LOCAL | GYPSUM CREEK | 4.5S 7.1E OF NEWTON | Concrete Culvert (2 spans) | -- | 1975 | -- | 12.1 | 25.9 | Good | 87.5 | 000400833705780 |
| NBI report | G-18.2 MINOR | MUD CREEK | 6.2E OF HALSTEAD | Concrete Culvert (4 spans) | -- | 1975 | -- | 9.8 | 44.0 | Good | 81.1 | 000400815305760 |
| NBI report | G-18.9 MINOR | SAND CREEK | 6.9E OF HALSTEAD | Prestressed Tee beam (4 spans) | -- | 1975 | -- | 40.0 | 162.1 | Good | 85.5 | 000400815905760 |
| NBI report | M-26.5 LOCAL | TRIB. W. WHITEWATER CK. | 2.5N 5.9E OF NEWTON | Concrete Culvert (3 spans) | -- | 1975 | -- | 12.1 | 36.1 | Good | 81.1 | 000400831505640 |
| NBI report | P-30.8 LOCAL | TRIB. TO DOYLE CREEK | 5.5N 10.2E OF NEWTON | Concrete Culvert (3 spans) | -- | 1975 | -- | 7.9 | 26.9 | Good | 81.1 | 000400839705580 |
| NBI report | R-17.3 LOCAL | MIDDLE EMMA CREEK | 1.0N 1.4E OF HESSTON | Concrete Slab (3 spans) | -- | 1975 | -- | 56.1 | 144.0 | Fair | 86.4 | 000400813305540 |
| NBI report | S-17.5 LOCAL | MIDDLE EMMA CREEK | 2.0N 1.5E OF HESSTON | Prestressed Tee beam (3 spans) | -- | 1975 | -- | 40.0 | 122.1 | Fair | 80.5 | 000400813505520 |
| NBI report | US 50 HWY | MERIDAN AVE., BNSF RR | 1.96 MI. W. K-15 W. JCT. | Steel Stringer/Multi-beam or girder (11 spans) | -- | 1975 | -- | 145.0 | 1253.7 | Fair | 87.0 | 999905000400711 |
| NBI report | US-50 EASTBOUND | URB4123, K15 HWY | JCT U50 / K15 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1975 | -- | 65.9 | 222.5 | Fair | 98.3 | 999905000400741 |
| NBI report | US-50 WESTBOUND | K15 HWY, KANSAS AVE | JCT U50 / K15 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1975 | -- | 65.9 | 222.5 | Fair | 98.3 | 999905000400731 |
| NBI report | 10-R.1 LOCAL | TRIB. BLACK KETTLE CREEK | 7.0E 9.1N OF BURRTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 9.8 | 33.1 | Good | 82.1 | 000400799005529 |
| NBI report | 11-C.7 | KISIWA CREEK | 0.7W 3.6S OF HALSTEAD | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 29.9 | 91.9 | Fair | 68.2 | 000000000400271 |
| NBI report | 13-D.1 LOCAL | KISIWA CREEK | 1.0E 2.9S OF HALSTEAD | Concrete Culvert (3 spans) | -- | 1976 | -- | 14.1 | 44.9 | Good | 98.0 | 000400805005809 |
| NBI report | 13-O.3 LOCAL | EMMA CREEK | 2.0W 1.9S OF HESSTON | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 28.9 | 86.0 | Good | 95.9 | 000400805005587 |
| NBI report | 14-R.9 LOCAL | WEST EMMA CREEK | 2.0W 1.9N OF HESSTON | Concrete Culvert (2 spans) | -- | 1976 | -- | 12.1 | 25.9 | Good | 81.1 | 000400807005521 |
| NBI report | 15-B.6 LOCAL | LITTLE ARKANSAS RIVER | 3.0E 4.4S OF HALSTEAD | Prestressed Tee beam (5 spans) | -- | 1976 | -- | 46.9 | 234.9 | Good | 89.2 | 000400809005844 |
| NBI report | 2-O.95 LOCAL | BLAZE FORK CREEK | 1.0W 6.8N OF BURRTON | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 40.0 | 122.1 | Good | 86.5 | 000400783005581 |
| NBI report | 23-Q.3 LOCAL | TRIB. TO SAND CREEK | 2.5E 6.8N OF NEWTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 9.8 | 33.1 | Good | 81.1 | 000400825005548 |
| NBI report | 24th street | SandCreekTrib. | 24th E of Meridian | Concrete Culvert (3 spans) | -- | 1976 | -- | 7.9 | 24.9 | Fair | 91.4 | 520500400000012 |
| NBI report | 26-B.6 LOCAL | WEST WILDCAT CREEK | 5.0W 1.4S OF WHITEWATER | Concrete Culvert (3 spans) | -- | 1976 | -- | 9.8 | 32.2 | Good | 97.0 | 000400831005844 |
| NBI report | 29-C.7 LOCAL | GYPSUM GREEK | 2.0W 0.3S OF WHITEWATER | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 37.1 | 111.9 | Good | 80.9 | 000400837005823 |
| NBI report | 30-C.1 LOCAL | GYPSUM CREEK | 1.0W 0.9S OF WHITEWATER | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 29.9 | 91.9 | Good | 85.0 | 000400839005829 |
| NBI report | 30-O.2 LOCAL | DOYLE CREEK | 9.5E 4.7N OF NEWTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 7.9 | 25.9 | Good | 81.1 | 000400839005588 |
| NBI report | 5-O.3 LOCAL | LITTLE ARKANSAS RIVER | 2.0E 6.3N OF BURRTON | Prestressed Tee beam (4 spans) | -- | 1976 | -- | 40.0 | 162.1 | Good | 86.5 | 000400789005587 |
| NBI report | 6-G.2 LOCAL | NORTH BRANCH KISIWA CK. | 3.0E 1.8S OF BURRTON | Concrete Culvert (4 spans) | -- | 1976 | -- | 9.8 | 43.0 | Good | 87.5 | 000400791005748 |
| NBI report | 6-O.2 LOCAL | LITTLE ARKANSAS RIVER | 3.0E 6.2N OF BURRTON | Prestressed Tee beam (4 spans) | -- | 1976 | -- | 40.0 | 162.1 | Good | 91.5 | 000400791005600 |
| NBI report | A-5.4 LOCAL | TRIB. TO ARKANSAS RIVER | 8.0S 2.4E OF BURRTON | Concrete Culvert (4 spans) | -- | 1976 | -- | 9.8 | 43.0 | Good | 81.1 | 000400789405880 |
| NBI report | C-16.7 LOCAL | SAND CREEK | 7.5S 3.8W OF NEWTON | Prestressed Tee beam (4 spans) | -- | 1976 | -- | 46.9 | 187.7 | Good | 89.2 | 000400811705840 |
| NBI report | C-16.8 LOCAL | TRIBUTARY TO SAND CREEK | 7.5S 3.7W OF NEWTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 9.8 | 33.1 | Fair | 87.5 | 000400811805840 |
| NBI report | D-11.9 LOCAL | KISIWA CREEK | 3.0S 0.1W OF HALSTEAD | Concrete Culvert (3 spans) | -- | 1976 | -- | 14.1 | 44.9 | Good | 98.0 | 000400801905820 |
| NBI report | D-6.8 LOCAL | KISIWA CREEK | 3.0S 5.2W OF HALSTEAD | Concrete Culvert (3 spans) | -- | 1976 | -- | 15.1 | 44.9 | Good | 98.0 | 000400791805820 |
| NBI report | D-9.1 LOCAL | KISIWA CREEK | 3.0S 2.9W OF HALSTEAD | Concrete Culvert (5 spans) | -- | 1976 | -- | 12.1 | 63.0 | Fair | 98.0 | 000400797105820 |
| NBI report | G-14.9 MINOR | WEST EMMA CREEK | 2.9E OF HALSTEAD | Concrete Slab (5 spans) | -- | 1976 | -- | 40.0 | 183.1 | Good | 90.5 | 000400807905760 |
| NBI report | H-11.6 LOCAL | BLACK KETTLE CREEK | 0.5N OF HALSTEAD | Concrete Slab (3 spans) | -- | 1976 | -- | 40.0 | 103.0 | Fair | 80.9 | 000400801605740 |
| NBI report | H-12.1 LOCAL | TRIB. LITTLE ARKANSAS R. | 0.5N 0.5E OF HALSTEAD | Concrete Culvert (2 spans) | -- | 1976 | -- | 9.8 | 22.0 | Good | 81.1 | 000400803105740 |
| NBI report | H-14.3 LOCAL | WEST EMMA CREEK | 0.5N 2.7E OF HALSTEAD | Concrete Slab (4 spans) | -- | 1976 | -- | 44.9 | 159.1 | Good | 79.2 | 000400807305740 |
| NBI report | J-10.5 LOCAL | BLACK KETTLE CREEK | 1.5N 8.0E OF BURRTON | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 33.1 | 102.0 | Good | 86.0 | 000400799505700 |
| NBI report | J-8.3 LOCAL | TRIB. LITTLE ARK. RIV. | 1.5N 5.8E OF BURRTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 12.1 | 36.1 | Fair | 79.1 | 000400795305700 |
| NBI report | K-10.4 LOCAL | TRIB. BLACK KETTLE CREEK | 0.5N 10.1W OF NEWTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 8.9 | 28.9 | Good | 81.1 | 000400799405680 |
| NBI report | K-9.7 LOCAL | BLACK KETTLE CREEK | 0.5N 10.8W OF NEWTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 9.8 | 33.1 | Fair | 81.1 | 000400797705680 |
| NBI report | L-13.5 LOCAL | WEST EMMA CREEK | 1.5N 6.9W OF NEWTON | Prestressed Tee beam (4 spans) | -- | 1976 | -- | 43.0 | 174.9 | Fair | 91.5 | 000400805505660 |
| NBI report | L-16.1 LOCAL | MIDDLE EMMA CREEK | 1.5N 4.4W OF NEWTON | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 43.0 | 131.9 | Good | 90.2 | 000400811105660 |
| NBI report | L-7.9 LOCAL | LITTLE ARKANSAS RIVER | 3.5N 4.9E OF BURRTON | Concrete Slab (5 spans) | -- | 1976 | -- | 56.1 | 254.9 | Good | 88.8 | 000400793905660 |
| NBI report | M-15.1 MINOR | WEST DRY CREEK | 4.0S 0.9W OF HESSTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 14.1 | 44.0 | Good | 99.0 | 000400809105640 |
| NBI report | Meridian | SandCreekTrib. | Meridian N of 24th | Concrete Culvert (3 spans) | -- | 1976 | -- | 7.9 | 25.9 | Good | 80.9 | 520500400000013 |
| NBI report | O-10.2 MINOR | BLACK KETTLE CREEK | 2.0S 5.8W OF HESSTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 15.1 | 44.9 | Good | 99.0 | 000400799205600 |
| NBI report | O-13.6 MINOR | WEST EMMA CREEK | 2.0S 2.4W OF HESSTON | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 46.9 | 142.1 | Fair | 90.2 | 000400805605600 |
| NBI report | P-12.7 LOCAL | TRIB. TO EMMA CREEK | 1.0S 3.3W OF HESSTON | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 26.9 | 82.0 | Good | 96.8 | 000400803705580 |
| NBI report | R-10.4 LOCAL | BLACK KETTLE CREEK | 1.0N 5.5W OF HESSTON | Concrete Culvert (3 spans) | -- | 1976 | -- | 12.1 | 37.1 | Good | 99.0 | 000400799405540 |
| NBI report | R-6.7 LOCAL | SAND CREEK | 1.0N 9.3W OF HESSTON | Prestressed Tee beam (3 spans) | -- | 1976 | -- | 37.1 | 111.9 | Good | 91.5 | 000400791705540 |
| NBI report | 27-L.1 LOCAL | WILDCAT CREEK | 1.6N 6.5E OF NEWTON | Concrete Culvert (2 spans) | -- | 1977 | -- | 12.1 | 25.9 | Good | 97.0 | 000400833005649 |
| NBI report | 5-Q.4 LOCAL | SUN CREEK | 2.0E 8.6N OF BURRTON | Concrete Slab (4 spans) | -- | 1977 | -- | 40.0 | 143.1 | Fair | 91.5 | 000400789005546 |
| NBI report | 8-K.8 LOCAL | LITTLE ARKANSAS RIVER | 5.0E 2.8N OF BURRTON | Concrete Slab (5 spans) | -- | 1977 | -- | 56.1 | 254.9 | Poor | 61.9 | 000400795005662 |
| NBI report | 9-L.8 LOCAL | BLACK KETTLE CREEK | 6.0E 3.8N OF BURRTON | Prestressed Tee beam (3 spans) | -- | 1977 | -- | 27.9 | 86.9 | Good | 87.5 | 000400797005642 |
| NBI report | D-7.2 LOCAL | KISIWA CREEK | 3.0S 4.8W OF HALSTEAD | Concrete Culvert (5 spans) | -- | 1977 | -- | 14.1 | 71.9 | Fair | 98.0 | 000400793205820 |
| NBI report | D-7.3 LOCAL | KISIWA CREEK | 3.0S 4.7W OF HALSTEAD | Concrete Culvert (5 spans) | -- | 1977 | -- | 12.1 | 65.0 | Good | 90.5 | 000400793305820 |
| NBI report | I-28.7 LOCAL | WEST WHITEWATER | 1.5S 8.2E OF NEWTON | Prestressed Tee beam (3 spans) | -- | 1977 | -- | 33.1 | 102.0 | Good | 87.0 | 000400835705720 |
| NBI report | J-16.1 LOCAL | MIDDLE EMMA CREEK | 0.5S 4.3W OF NEWTON | Concrete Slab (4 spans) | -- | 1977 | -- | 47.9 | 170.9 | Good | 88.9 | 000400811105700 |
| NBI report | M-13.5 MINOR | WEST EMMA CREEK | 4.0S 2.5W OF HESSTON | Prestressed Tee beam (5 spans) | -- | 1977 | -- | 44.0 | 176.8 | Good | 91.5 | 000400805505640 |
| NBI report | M-16.1 MINOR | MIDDLE EMMA CREEK | 4.0S 0.1E OF HESSTON | Prestressed Tee beam (3 spans) | -- | 1977 | -- | 44.0 | 127.0 | Good | 89.2 | 000400811105640 |
| NBI report | N-9.9 LOCAL | BLACK KETTLE CREEK | 3.0S 6.1W OF HESSTON | Prestressed Tee beam (3 spans) | -- | 1977 | -- | 27.9 | 86.0 | Fair | 87.5 | 000400797905620 |
| NBI report | P-16.7 LOCAL | MIDDLE EMMA CREEK | 1.0S 0.4E OF HESSTON | Concrete Slab (4 spans) | -- | 1977 | -- | 47.9 | 170.9 | Fair | 83.9 | 000400811405580 |
| NBI report | 32-O.8 RS 1892 | MIDDLE EMMA CREEK | 0.6S.E. OF HESSTON | Prestressed Tee beam (5 spans) | -- | 1978 | -- | 42.0 | 212.0 | Fair | 90.1 | 000000000400570 |
| NBI report | B-26.7 LOCAL | TRIB. TO WILDCAT CREEK | 8.5S 6.2E OF NEWTON | Concrete Culvert (3 spans) | -- | 1978 | -- | 14.1 | 45.9 | Good | 91.9 | 000400831705860 |
| NBI report | N-21.3 LOCAL | SAND CREEK | 2.0N 1.0E OF NORTH NEWTON | Prestressed Tee beam (4 spans) | -- | 1978 | -- | 40.0 | 162.1 | Fair | 69.9 | 000400821305620 |
| NBI report | P-10.8 LOCAL | TRIB. LITTLE ARKANSAS R. | 1.0S 5.3W OF HESSTON | Steel Stringer/Multi-beam or girder | -- | 1979 | -- | 24.0 | 25.9 | Fair | 97.0 | 000400799805580 |
| NBI report | R-20.05 LOCAL | EAST EMMA CREEK | 4.1E 1.0N OF NEWTON | Concrete Culvert (2 spans) | -- | 1979 | -- | 12.1 | 24.9 | Good | 97.0 | 000400819105540 |
| NBI report | 24-G.8 LOCAL | JESTER CREEK | 2.0E 2.2S OF NEWTON | Concrete Slab | -- | 1980 | -- | 42.0 | 44.0 | Fair | 78.5 | 000400827005742 |
| NBI report | 26-E.2 LOCAL | TRIB. TO WILDCAT CREEK | 4.0E 4.8S OF NEWTON | Concrete Slab | -- | 1980 | -- | 38.1 | 40.0 | Fair | 97.0 | 000400831005788 |
| NBI report | C-14.7 LOCAL | LITTLE ARKANSAS RIVER | 1.0W 2.0N OF SEDGWICK | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 80.1 | 321.9 | Good | 90.5 | 000400807705840 |
| NBI report | D-7.9 LOCAL | KISIWA CREEK | 3.0S 4.1W OF HALSTEAD | Concrete Slab | -- | 1980 | -- | 29.9 | 32.2 | Fair | 97.0 | 000400793905820 |
| NBI report | H-17.9 LOCAL | MUD CREEK | 1.0S 1.9W OF NEWTON | Concrete Channel beam | -- | 1980 | -- | 47.9 | 49.9 | Fair | 95.7 | 000400813905740 |
| NBI report | J-27.6 RS 86 | WALNUT CREEK | 5.1E OF NEWTON | Concrete Slab (2 spans) | -- | 1980 | -- | 35.1 | 71.9 | Fair | 95.9 | 000000000400020 |
| NBI report | N-6.8 LOCAL | TRIB. LITTLE ARK. RIV. | 3.0S 9.2W OF HESSTON | Prestressed Tee beam | -- | 1980 | -- | 34.1 | 36.1 | Good | 97.0 | 000400791805620 |
| NBI report | O-13.1 MINOR | TRIB. TO WEST EMMA CREEK | 2.0S 2.9W OF HESSTON | Concrete Slab | -- | 1980 | -- | 47.9 | 49.9 | Good | 94.6 | 000400805105600 |
| NBI report | Q-13.5 RS 306 | WEST EMMA CREEK | 1.5W OF HESSTON | Concrete Slab (5 spans) | -- | 1980 | -- | 40.0 | 183.1 | Fair | 88.7 | 000000000400225 |
| NBI report | Q-17.6 RS 306 | TRIB. TO MID. EMMA CREEK | 1.0E OF HESSTON | Concrete Slab | -- | 1980 | -- | 27.9 | 29.9 | Fair | 69.5 | 000000000400243 |
| NBI report | W. First Street | Sand Creek | W. 1st @ Lakeview Dr. | Concrete Slab (4 spans) | -- | 1980 | -- | 60.0 | 212.9 | Fair | 96.6 | 420500404102010 |
| NBI report | 23-O.1 LOCAL | TRIB. TO BEAVER CREEK | 2.1W 0.1N OF WALTON | Concrete Slab | -- | 1981 | -- | 36.1 | 38.1 | Fair | 97.0 | 000400825005589 |
| NBI report | 5-O.95 LOCAL | UNNAMED STREAM | 10.0W 1.0S OF HESSTON | Concrete Slab | -- | 1981 | -- | 43.0 | 44.9 | Fair | 92.0 | 000400789005580 |
| NBI report | E-4.6 LOCAL | TRIBUTARY TO KISIWA CK. | 3.5S 1.5E OF BURRTON | Concrete Slab | -- | 1981 | -- | 38.1 | 40.0 | Good | 97.0 | 000400787605800 |
| NBI report | Fifth Street | Sand Creek | Fifth Street and Park Pla | Concrete Slab (4 spans) | -- | 1981 | -- | 63.0 | 223.1 | Good | 94.9 | 520500400000005 |
| NBI report | N-27.3 LOCAL | WEST WHITEWATER CREEK | 1.0N 6.7E INT. I135-K15 | Concrete Channel beam | -- | 1981 | -- | 49.9 | 50.9 | Fair | 97.0 | 000400833305620 |
| NBI report | R-29.1 RS 424 | DOYLE CREEK | 3.0N 3.6E OF WALTON | Concrete Slab | -- | 1981 | -- | 39.0 | 41.0 | Fair | 96.9 | 000000000400390 |
| NBI report | R-29.3 RS 424 | UNNAMED STREAM | 3.0N 3.8E OF WALTON | Concrete Slab | -- | 1981 | -- | 49.9 | 51.8 | Fair | 82.4 | 000000000400400 |
| NBI report | Kansas Avenue | Slate Creek | 7th. St. & Kansas Ave. | Concrete Culvert (3 spans) | -- | 1982 | -- | 7.9 | 24.9 | Fair | 45.2 | 420500404115020 |
| NBI report | Pine Street | Slate Creek | 5th St. & Pine | Concrete Culvert (4 spans) | -- | 1982 | -- | 7.9 | 33.8 | Fair | 65.2 | 520500400000002 |
| NBI report | R-21.9 LOCAL | TRIB. TO SAND CREEK | 7.0N 1.5E OF NEWTON | Concrete Slab | -- | 1982 | -- | 29.9 | 32.2 | Fair | 79.7 | 000400821905540 |
| NBI report | 12th Street | Sand Creek | 12th St. & Plum | Concrete Slab (5 spans) | -- | 1983 | -- | 47.9 | 219.2 | Good | 98.6 | 420500404108034 |
| NBI report | Q-22.6 MINOR | TRIB. TO SAND CREEK | 6.5E OF HESSTON | Concrete Channel beam | -- | 1983 | -- | 40.0 | 41.0 | Fair | 97.0 | 000400823605560 |
| NBI report | 23-O.4 LOCAL | BEAVER CREEK | 2.5E 5.1N OF NEWTON | Concrete Slab | -- | 1984 | -- | 49.9 | 53.2 | Good | 88.2 | 000400825005586 |
| NBI report | F-12.2 LOCAL | R.W. HANDY STREAM | 1.0S 0.2E OF HALSTEAD | Concrete Slab | -- | 1984 | -- | 21.0 | 23.0 | Good | 91.6 | 000400803205780 |
| NBI report | 32-N.1RS 1892 | EAST EMMA CREEK | 1.0N 2.5W INT. K15-I135 | Concrete Slab (3 spans) | -- | 1985 | -- | 47.9 | 118.1 | Good | 96.8 | 000000000400560 |
| NBI report Bridgehunter | Broadway Street | Sand Creek | Broadway & Park Place | Concrete Slab (5 spans) | -- | 1986 | -- | 56.1 | 254.9 | Good | 92.8 | 420500404104024 |
| NBI report | E-6.3 LOCAL | KISIWA TRIBUTARY | 3.5S 6.3E OF BURRTON | Concrete Slab | -- | 1986 | -- | 29.9 | 32.2 | Good | 92.0 | 000400791305800 |
| NBI report | K196 HWY | JESTER CREEK | 0.38 MI E I135 | Concrete Slab (3 spans) | -- | 1987 | -- | 56.1 | 142.7 | Good | 98.0 | 999919600400761 |
| NBI report | 16-L.6 RS 304 | MIDDLE EMMA CREEK | 4.5W 0.4S INT. K15-I135 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1988 | -- | 57.1 | 172.9 | Good | 87.0 | 000000000400100 |
| NBI report | US50 HWY | WEST EMMA CREEK | 2.14 MI E K89 | Concrete Slab (5 spans) | -- | 1988 | -- | 64.0 | 298.6 | Good | 99.0 | 999905000400751 |
| NBI report | S-12.4 LOCAL | TRIB. WEST EMMA CREEK | 3.5W 2.0N OF HESSTON | Concrete Culvert (3 spans) | -- | 1989 | -- | 9.8 | 32.2 | Good | 97.0 | 000400803405520 |
| NBI report | 9-L.1 LOCAL | BLACK KETTLE CREEK | 6.0E 3.1N OF BURRTON | Concrete Culvert (3 spans) | -- | 1992 | -- | 12.1 | 36.1 | Good | 96.0 | 000400797005649 |
| NBI report | L-9.0 LOCAL | BLACK KETTLE CREEK | 1.5N 11.4W OF NEWTON | Concrete Culvert (3 spans) | -- | 1992 | -- | 12.1 | 36.1 | Good | 96.0 | 000400797105660 |
| NBI report | M-21.1 LOCAL | SAND CREEK | 0.6E OF INT. I135-K15 | Concrete Slab (4 spans) | -- | 1993 | -- | 47.9 | 170.9 | Good | 100.0 | 000400821105640 |
| NBI report | 24th street | SandCreekTrib. | 24th E of Anderson | Concrete Culvert (3 spans) | -- | 1994 | -- | 7.9 | 25.3 | Good | 96.9 | 520500400000007 |
| NBI report | 8-C.5 LOCAL | KISIWA CREEK | 5.0E 5.5S OF BURRTON | Concrete Culvert (3 spans) | NR possible | 1994 | -- | 12.1 | 36.1 | Good | 97.0 | 000400795005826 |
| NBI report Bridgehunter | A-15.4 RS 307 | LITTLE ARKANSAS RIVER | AT SEDGWICK | Concrete Slab (5 spans) | -- | 1994 | -- | 64.0 | 290.0 | Good | 99.8 | 000000000400260 |
| NBI report | I-135 HWY NB. | 12TH ST. | 0.22 MI S OF US-50 N JCT | Concrete Slab (3 spans) | -- | 1994 | -- | 40.0 | 102.4 | Good | 94.8 | 999913500400831 |
| NBI report | S-4.5 LOCAL | SUN CREEK | 2.0N 11.5W OF HESSTON | Concrete Slab (3 spans) | -- | 1994 | -- | 47.9 | 122.1 | Good | 100.0 | 000400787405520 |
| NBI report | S-6.8 LOCAL | CROOKED CREEK | 2.0N 9.2W OF HESSTON | Concrete Slab (3 spans) | -- | 1994 | -- | 36.1 | 95.1 | Good | 100.0 | 000400791805520 |
| NBI report | US-50 HWY | LITTLE ARKANSAS RIVER | 8.74 MI E RENO COLN | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1994 | -- | 120.1 | 303.2 | Good | 93.6 | 999905000400771 |
| NBI report | US-50 HWY | BLACK KETTLE CREEK | 9.83 MI E RENO COLN | Concrete Slab (3 spans) | -- | 1994 | -- | 52.2 | 132.6 | Good | 97.6 | 999905000400781 |
| NBI report | US-50 HWY | EAST EMMA CREEK | 3.92 MI E K-89 | Concrete Slab (3 spans) | -- | 1994 | -- | 64.0 | 163.4 | Good | 97.5 | 999905000400791 |
| NBI report | US-50 HWY | DOYLE CREEK DRAINAGE | 2.96 MI W OF MARION COLN | Concrete Culvert (6 spans) | -- | 1994 | -- | 9.8 | 74.5 | Good | 99.5 | 999905000400801 |
| NBI report | US-50 HWY | DOYLE CREEK | 2.37 MI W OF MARION COLN | Concrete Slab (3 spans) | -- | 1994 | -- | 56.1 | 142.4 | Good | 99.5 | 999905000400811 |
| NBI report | US-50 HWY | DOYLE CREEK DRAINAGE | 0.11 MI W MARION COLN | Concrete Culvert (3 spans) | -- | 1994 | -- | 8.9 | 29.2 | Good | 99.5 | 999905000400821 |
| NBI report | J-30.1 RS 86 | E. BRANCH WHITEWATER CK. | 7.6E OF NEWTON | Concrete Slab (3 spans) | -- | 1995 | -- | 84.0 | 191.9 | Good | 96.0 | 000000000400040 |
| NBI report | Q-19.4 RS 306 | EAST EMMA CREEK | 2.4E OF HESSTON | Concrete Slab (3 spans) | NR possible | 1997 | -- | 58.1 | 149.0 | Good | 97.2 | 000000000400250 |
| NBI report | US-50 EASTBOUND | RP FROM WB 50 TO SB CR | 0.64 MI NE I135 -135 SL | Concrete Slab (3 spans) | -- | 1997 | -- | 64.0 | 163.4 | Good | 97.7 | 999905000400861 |
| NBI report | US-50 EB HWY | SPENCER STREET | 0.36 MI NE I135 JCT EB | Concrete Slab (3 spans) | -- | 1997 | -- | 64.0 | 162.4 | Good | 96.7 | 999905000400841 |
| NBI report | US-50 HWY | SAND CREEK DRAINAGE | 3.16 MI NE I-135 | Concrete Culvert (3 spans) | -- | 1997 | -- | 9.8 | 44.0 | Good | 82.2 | 999905000400871 |
| NBI report | US-50 WB HWY | SPENCER STREET | 0.37 MI NE I135 JCT | Concrete Slab (3 spans) | -- | 1997 | -- | 56.1 | 142.4 | Good | 96.7 | 999905000400851 |
| NBI report | 10th Street | Sand Creek | 10th and plum | Concrete Slab (4 spans) | -- | 1998 | -- | 52.5 | 186.4 | Good | 100.0 | 520500400000074 |
| NBI report | 23-L.4 LOCAL | TRIB. TO SAND CREEK | 2.5E 1.9N OF NEWTON | Steel Culvert | -- | 1999 | -- | 21.0 | 21.0 | Good | 100.0 | 000400825005646 |
| NBI report Bridgehunter | 11-G.6 RS 307 | LITTLE ARKANSAS RIVER | 0.6N OF HALSTEAD | Concrete Slab (6 spans) | NR possible | 2000 | -- | 59.1 | 328.1 | Good | 82.1 | 000000000400290 |
| NBI report | I-135 HIGHWAY, SB | N. 1ST ST. | 1.33 MI. N OF US-50 JCT. | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2000 | -- | 101.7 | 331.1 | Good | 96.8 | 999913500400911 |
| NBI report | 10-D.1 LOCAL | KISIWA CREEK | 7.0E 4.9S OF BURRTON | Steel Stringer/Multi-beam or girder | -- | 2002 | -- | 55.1 | 56.1 | Good | 98.0 | 000400799005809 |
| NBI report | 16-A.6 RS 304 | SAND CREEK | AT SEDGWICK | Concrete Slab (3 spans) | -- | 2002 | -- | 71.9 | 183.1 | Good | 96.0 | 000000000400050 |
| NBI report Bridgehunter | 21-B.8 RS 1937 | JESTER CREEK | 5.0E 1.8N OF SEDGWICK | Concrete Slab (3 spans) | -- | 2002 | -- | 72.2 | 185.0 | Good | 94.6 | 000000000400580 |
| NBI report | I-135 HIGHWAY, NB | N. 1ST ST | 1.33 MI. N OF US-50 S JCT | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2002 | -- | 101.7 | 331.1 | Good | 96.8 | 999913500400901 |
| NBI report | I-135 HIGHWAY, NB | BROADWAY | .82 MI. S OF US-50 N JCT | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2002 | -- | 101.7 | 331.1 | Good | 96.8 | 999913500400921 |
| NBI report | I-135 HIGHWAY, SB | BROADWAY | .82 MI. S OF US-50 N JCT. | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2002 | -- | 101.7 | 331.1 | Good | 96.8 | 999913500400931 |
| NBI report | I-135 HWY | SAND CREEK DRAINAGE | 1.58 MI N OF US-50 S JCT | Concrete Culvert (3 spans) | -- | 2002 | -- | 9.8 | 33.5 | Good | 78.6 | 999913500400981 |
| NBI report | I-135 HWY NB | K-15 HIGHWAY | K-15 N JCT. | Concrete Slab (4 spans) | -- | 2002 | -- | 72.2 | 255.3 | Good | 97.3 | 999913500400971 |
| NBI report | I-135 HWY SB | K-15 HWY | K-15 N JCT | Concrete Slab (4 spans) | -- | 2002 | -- | 72.2 | 255.3 | Good | 97.3 | 999913500400961 |
| NBI report | I-135 HWY, NB | SE 14TH ST | .69 MI. N OF US-50 JCT | Concrete Slab (3 spans) | -- | 2002 | -- | 59.1 | 150.6 | Good | 96.8 | 999913500401001 |
| NBI report | I-135 HWY, SB | SE 14TH ST. | .69 MI. N. OF US-50 JCT. | Concrete Slab (3 spans) | -- | 2002 | -- | 59.1 | 150.6 | Good | 96.8 | 999913500400991 |
| NBI report | I-135 NORTHBOUND | SAND CREEK | 1.79 MI NW OF U-50 N JCT | Concrete Slab (5 spans) | -- | 2002 | -- | 72.2 | 327.4 | Good | 97.2 | 999913500400951 |
| NBI report | I-135 SOUTHBOUND | SAND CREEK | 1.78 MI. NW OF US-50 JCT | Concrete Slab (5 spans) | -- | 2002 | -- | 72.2 | 327.4 | Good | 97.2 | 999913500400941 |
| NBI report Bridgehunter | K-196 HIGHWAY | W BR WHITEWATER RIV | HARVEY/BUTLER COLN | Concrete Slab (3 spans) | -- | 2002 | -- | 65.6 | 166.7 | Good | 99.8 | 999919600400881 |
| NBI report | K-196 HIGHWAY | WILDCAT CREEK | 5.57 MI E I-135 | Concrete Slab (3 spans) | -- | 2002 | -- | 45.9 | 117.5 | Good | 98.8 | 999919600401011 |
| NBI report | K-196 HIGHWAY | GYPSUM CREEK | 7.41 MI E I-135 | Concrete Slab (3 spans) | -- | 2002 | -- | 59.1 | 150.3 | Good | 98.8 | 999919600401021 |
| NBI report | US 50 EASTBOUND | I-135 SOUTHBOUND | .24 MI N SJCT K15, WL | Concrete Slab (3 spans) | -- | 2002 | -- | 72.2 | 183.7 | Good | 88.7 | 999905000400891 |
| NBI report | 23-A.2 LOCAL | TRIB. TO GOOSEBERRY CK. | 2.5E 9.3S OF NEWTON | Concrete Culvert (3 spans) | -- | 2003 | -- | 12.1 | 38.7 | Good | 97.0 | 000400825005868 |
| NBI report | 23-E.2 LOCAL | JESTER CREEK | 1.5E 1.2N INT. K196-I135 | Concrete Culvert (2 spans) | -- | 2003 | -- | 16.1 | 34.1 | Good | 97.0 | 000400825005788 |
| NBI report | 32-R.5 RS 2043 | WEST EMMA CREEK | 2.4W 1.5N OF HESSTON | Prestressed Slab (3 spans) | -- | 2003 | -- | 82.0 | 206.7 | Fair | 99.8 | 000000000400600 |
| NBI report | E-22.1 LOCAL | JESTER CREEK | 5.5S 1.6E OF NEWTON | Concrete Culvert (3 spans) | NR possible | 2003 | -- | 16.1 | 51.5 | Good | 96.0 | 000400823105800 |
| NBI report | E-22.2 LOCAL | JESTER CREEK | 5.5S 1.7E OF NEWTON | Concrete Culvert (3 spans) | -- | 2003 | -- | 16.1 | 50.9 | Good | 97.0 | 000400823205800 |
| NBI report | 16-K.4 RS 304 | MIDDLE EMMA CREEK | 4.6S OF HESSTON | Concrete Slab (3 spans) | -- | 2005 | -- | 52.5 | 134.2 | Good | 99.8 | 000000000400080 |
| NBI report | 16-L.3 RS 304 | MIDDLE EMMA CREEK | 3.7S OF HESSTON | Concrete Slab (3 spans) | NR possible | 2005 | -- | 52.5 | 134.2 | Good | 99.8 | 000000000400090 |
| NBI report | Anderson Avenue | TRIB. TO SAND CR. | 0.5S OF NEWTON | Concrete Culvert (4 spans) | -- | 2006 | -- | 6.6 | 26.6 | Good | 85.8 | 520500400000006 |
| NBI report | J-28.7 RS 86 | W. BRANCH WHITEWATER CK. | 6.2E OF NEWTON | Concrete Culvert (2 spans) | NR possible | 2007 | -- | 14.1 | 28.9 | Good | 96.0 | 000000000400030 |
| NBI report | 16-I.01 RS 304 | EAST EMMA CREEK | 3.0W 1.9S OF NEWTON | Concrete Slab (3 spans) | -- | 2008 | -- | 47.9 | 162.7 | Good | 99.9 | 000000000400060 |
| NBI report | 16-J.7 RS 304 | MIDDLE EMMA CREEK | 5.3S OF HESSTON | Concrete Slab (3 spans) | -- | 2009 | -- | 64.0 | 163.4 | Good | 95.0 | 000000000400070 |
| NBI report | 21-K.6 (FAU 4119) | SAND CREEK | 1.1N 0.5E OF NEWTON | Concrete Slab (3 spans) | -- | 2010 | -- | 64.0 | 163.4 | Good | 99.9 | 000400821005664 |
| NBI report | K-13.5 RS 749 | WEST EMMA CREEK | 5.5W OF NEWTON | Concrete Slab (5 spans) | -- | 2010 | -- | 64.0 | 291.0 | Good | 95.0 | 000000000400410 |
| NBI report | Magnolia | Slate Creek | 2nd and Magnolia | Concrete Culvert (3 spans) | -- | 2010 | -- | 8.9 | 32.5 | Good | 100.0 | 520500400000015 |
| NBI report | WB US 50 HWY | SAND CR & RR & PED PASS | 1.36 MI W K-15 W JCT | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2012 | -- | 135.2 | 567.0 | Good | 100.0 | 999905000401051 |
| NBI report | EB US 50 HWY | ANDERSON RNDBT & PD PASS | 1.7 MI W K-15 W JCT | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2013 | -- | 149.9 | 393.1 | Good | 100.0 | 999905000401031 |
| NBI report | N. Ash Street | Sand Creek | 9th St. and Ash | Prestressed Slab (3 spans) | -- | 2013 | -- | 91.9 | 237.2 | Good | 95.2 | 520500400000065 |
| NBI report | WB US 50 HWY | ANDERSON RNDBT & PD PASS | 1.7 MI W K-15 W JCT | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2013 | -- | 149.9 | 393.1 | Good | 100.0 | 999905000401041 |
| NBI report | EB US 50 HWY | SAND CR & RR & PED PASS | 1.36 MI W K-15 W JCT | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2014 | -- | 135.2 | 491.2 | Good | 96.0 | 999905000401061 |
| NBI report | 20-Q.9 LOCAL | EAST EMMA CREEK | 6.0N OF NEWTON | Concrete Culvert (3 spans) | -- | 2015 | -- | 9.8 | 31.2 | Good | 96.0 | 000400819005542 |
| NBI report | 3-O.2 RS 305 | LITTLE ARKANSAS RIVER | 6.2N OF BURRTON | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2015 | -- | 70.9 | 209.3 | Good | 99.9 | 00000000040B140 |
| NBI report | US50 HWY | N BRANCH KISIWA CREEK | 2.68 MI E RENO COLN | Concrete Culvert (4 spans) | -- | 2015 | -- | 10.2 | 48.2 | Good | 98.0 | 999905000401081 |
| NBI report | 18-F.4 LOCAL | TRIB. TO SAND CREEK | 2.5W 4.1S OF NEWTON | Metal Culvert | -- | 2016 | -- | 20.0 | 41.0 | Good | 100.0 | 000400815005765 |
| NBI report | Q-16.9 RS 306 | MIDDLE EMMA CREEK | AT HESSTON | Prestressed Stringer/Multi-beam or girder | -- | 2016 | -- | 95.1 | 96.1 | Good | 94.8 | 00000000040B240 |
| NBI report | C-21.1 LOCAL | JESTER CREEK | 7.0W 2.0S OF ANNELLY | Concrete Culvert (3 spans) | -- | 2017 | -- | 20.0 | 62.0 | Good | 100.0 | 000400821205840 |
| NBI report | L-15.2 LOCAL | L-15.2 | 4.0S 0.8W OF HESSTON | Concrete Culvert (2 spans) | -- | 2017 | -- | 18.0 | 38.1 | Good | 100.0 | 000400809205660 |