Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
---|---|---|---|---|---|---|---|---|---|---|---|---|
NBI report | HWY OLD CNTY RD | RR MACRR | 1.5 MI SO OF ST 6 A | Prestressed Slab | NR eligible | 1890 | 1995 | 25.6 | 30.8 | Good | 72.7 | S040024C2DOT634 |
NBI report | HWY PALMER AVE | OTHER BIKE PATH PREV RR | .1 M W OF RTE 28 | Wood Slab | -- | 1896 | 2016 | 34.5 | 38.1 | Good | 78.5 | F030084BMDOT634 |
NBI report Bridgehunter | HWY LT ISLAND RD | WATER LOAGY BAY | 1 MI W OF RTE 6 | Wood Stringer/Multi-beam or girder (14 spans) | -- | 1920 | 2005 | 11.2 | 96.5 | Fair | 52.2 | W1400644AMUNNBI |
NBI report | HWY SHORE RD | RR MACRR | .5 MI N OF LANDING RD | Concrete Tee beam | -- | 1923 | -- | 38.1 | 42.0 | Fair | 58.4 | B170064BJDOT634 |
NBI report | ST 6 A/CRNBRY HWY | WATER SCORTON RIVER | 1.7 M N OF BARNSTABLE TL | Concrete Tee beam (2 spans) | -- | 1926 | -- | 29.9 | 67.9 | Poor | 57.1 | S040014A4DOTNBI |
NBI report | ST 28 WAQUOIT HWY | WATER CHILDS RIVER | 1.25 M W OF MASHPEE TL | Concrete Tee beam | -- | 1928 | -- | 26.9 | 33.1 | Fair | 68.1 | F0300147NDOTNBI |
NBI report Bridgehunter | HWY LOWER COUNTY | WATER HERRING RIVER | 2 MI W OF RT 28 | Wood Stringer/Multi-beam or girder (8 spans) | -- | 1930 | 2003 | 17.1 | 136.2 | Good | 73.0 | H10001423MUNNBI |
NBI report | HWY SHORE RD | WATER BACK RIVER | 2 MI SW OF BOURNE BRIDGE | Steel Stringer/Multi-beam or girder | -- | 1931 | -- | 59.1 | 62.0 | Fair | 68.4 | B1700241JMUNNBI |
NBI report Bridgehunter | ST 28 MAIN ST | WATER BASS RIVER | AT DENNIS YARMOUTH TL | Concrete Slab (33 spans) | -- | 1935 | -- | 35.1 | 627.0 | Poor | 39.6 | D0700447TDOTNBI |
NBI report Bridgehunter | MA ROUTE 28 | CAPE COD CANAL | JUNCT MA RTES 25,28, & 6 | Steel Arch - Thru (3 spans) | -- | 1935 | 1981 | 615.8 | 2384.0 | Poor | 21.0 | CEPNEDMA2510001 |
NBI report Bridgehunter | MA ROUTE 3 | CAPE COD CANAL | JUNCTION MA RTES 3 & 6 | Steel Arch - Thru | -- | 1935 | 1981 | 615.8 | 1407.9 | Fair | 39.0 | CEPNEDMA2510002 |
NBI report | HWY MILLWAY RD | WATER MARASPIN CREEK | 1.5 MI S OF RT 6 | Prestressed Slab | -- | 1936 | 1996 | 20.0 | 23.0 | Fair | 78.7 | B01004434MUNNBI |
NBI report | HWY SHORE RD | WATER POCASSET RIVER | .15 MI N OF LANDING RD | Steel Girder and floorbeam system | -- | 1939 | -- | 83.0 | 86.0 | Fair | 56.7 | B1700141HMUNNBI |
NBI report Bridgehunter | HWY WATER ST | WATER EEL POND | 3.2 MI SW OF RT 28-W.HOLE | Steel Movable - Bascule | -- | 1940 | 2009 | 40.0 | 55.8 | Fair | 73.6 | F0300543EMUNNBI |
NBI report | ST 28 A/FALMTH HWY | RR MACRR (OTIS SPURR) | .25 MI SO OF COUNTY RD | Concrete Frame | -- | 1941 | -- | 29.9 | 35.1 | Good | 90.5 | F0302549HDOTNBI |
NBI report | ST151 NATHAN ELLIS | RR MACRR (OTIS SPUR) | 0.75 M S OF BOURNE TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1941 | -- | 42.0 | 122.1 | Fair | 63.0 | F030264BPDOT634 |
NBI report Bridgehunter | HWY BRIDGE ST | WATER WEST-NORTH BAY | 2.1 MI S OF RT 28 | Steel Movable - Bascule | -- | 1946 | -- | 75.1 | 202.1 | Fair | 46.9 | B01003435MUNNBI |
NBI report | HWY LNG PND RD | US 6 MID CAPE HWY | .2 MI E OF MAIN ST | Concrete Tee beam (3 spans) | -- | 1949 | -- | 61.0 | 142.1 | Fair | 72.3 | W140084BEDOTNBI |
NBI report | HWY CHASE RD | US 6 WB MID CAPE HWY | .6 M W OF BARNSTABLE TL | Concrete Frame | -- | 1950 | -- | 51.8 | 59.1 | Good | 72.8 | S040084BADOTNBI |
NBI report | HWY OAK ST | US 6 WB/MID CAPE HWY | ADJCENT TO JCT SERVICE RD | Concrete Frame | -- | 1950 | -- | 46.9 | 55.1 | Good | 76.4 | B010124APDOTNBI |
NBI report | HWY OAK ST | US 6 EB/MID CAPE HWY | AT JCT SERVICE ROAD | Concrete Frame | -- | 1950 | -- | 46.9 | 55.1 | Fair | 67.1 | B010144ANDOTNBI |
NBI report | HWY QUKR MTNG HS | US 6 WB MID CAPE HWY | 2.7 M W OF BARNSTABLE TL | Concrete Frame | -- | 1950 | -- | 56.1 | 64.0 | Good | 68.7 | S040074BBDOTNBI |
NBI report | ST149 MTNG HSE WAY | US 6 WB/MID CAPE HWY | 1.75 M E OF SANDWICH TL | Concrete Frame | -- | 1950 | -- | 51.8 | 61.4 | Good | 74.1 | B0101149TDOTNBI |
NBI report | US 6 WB/MD CP HWY | ST130 SANDWICH RD | 2.2 M E OF BOURNE TL | Concrete Frame | NR possible | 1950 | -- | 53.2 | 58.1 | Fair | 79.0 | S04006470DOTNBI |
NBI report | ST 6 A/CRNBRY HWY | WATER MILL CREEK | 1.5 M E OF BOURNE TL | Concrete Slab (3 spans) | -- | 1951 | -- | 20.0 | 62.0 | Fair | 93.2 | S040034A5DOTNBI |
NBI report | US 6 MID CAPE HWY | HWY S PAMET RD | 2.3 M N OF WELLFLEET TL | Concrete Tee beam (3 spans) | -- | 1951 | -- | 51.8 | 124.0 | Fair | 84.5 | T08003472DOTNBI |
NBI report | HWY CHASE RD | US 6 EB MID CAPE HWY | .6 M W OF BARNSTABLE TL | Concrete Frame | -- | 1953 | -- | 51.8 | 59.1 | Good | 71.8 | S040114B9DOTNBI |
NBI report | HWY CRANE ST | OTHER STEAMSHP AUTH PKG | .1MI S. OF WOODS HOLE RD | Steel Stringer/Multi-beam or girder | -- | 1953 | -- | 64.0 | 67.9 | Fair | 58.8 | F0300445MDOTNBI |
NBI report | HWY HIGHBANK RD | WATER BASS RIVER | AT BASS RIVER | Concrete Slab (9 spans) | -- | 1953 | -- | 30.8 | 205.1 | Fair | 68.0 | D0700541LMUNNBI |
NBI report | HWY QUKR MTNG HS | US 6 EB MID CAPE HWY | 2.7 M W OF BARNSTABLE TL | Concrete Frame | -- | 1953 | -- | 56.1 | 67.6 | Good | 69.9 | S040104BCDOTNBI |
NBI report | ST 28 E FALMTH HWY | WATER COONAMESSET RIVER | 3.5 M W OF MASHPEE TL | Wood Slab (3 spans) | -- | 1953 | -- | 20.0 | 63.0 | Fair | 55.9 | F0301647PDOTNBI |
NBI report | ST 28 MAIN ST | WATER HERRING RIVER | 1.0 M W OF RTE 39 | Concrete Slab (8 spans) | -- | 1953 | -- | 23.0 | 181.1 | Fair | 84.4 | H1000247QDOTNBI |
NBI report | ST149 MTNG HSE WAY | US 6 EB/MID CAPE HWY | 1.75 M E OF SNDWCH TL | Concrete Frame | -- | 1953 | -- | 51.8 | 66.9 | Good | 69.2 | B0101649RDOTNBI |
NBI report | US 6 EB/MD CP HWY | ST130 SANDWICH RD | 2.2 M E OF BOURNE TL | Concrete Frame | NR possible | 1953 | -- | 53.2 | 58.4 | Fair | 76.0 | S04009471DOTNBI |
NBI report Bridgehunter | US 6 MID CAPE HWY | HWY HIGHLAND RD | 5.7 M N OF WELLFLEET TL | Concrete Tee beam (3 spans) | -- | 1953 | -- | 55.1 | 123.0 | Fair | 74.2 | T08004473DOTNBI |
NBI report | US 6 WB/MD CP HWY | HWY PHINNEYS LN | 2.5 M E OF OAK ST | Concrete Tee beam (3 spans) | -- | 1953 | -- | 53.2 | 131.9 | Fair | 80.3 | B0101546KDOTNBI |
NBI report | US 6 WB/MD CP HWY | HWY MARY DUNN RD | 1.25 M W OF WILLOW ST | Concrete Tee beam (3 spans) | -- | 1953 | -- | 53.2 | 131.9 | Fair | 78.4 | B0101846LDOTNBI |
NBI report | US 6 WB/MD CP HWY | COMB WILLOW ST & MACRR | 4.0 M E OF RTE 132 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1953 | 1997 | 76.1 | 193.9 | Fair | 64.6 | Y01005474DOTNBI |
NBI report | ST 28 S ORLEANS RD | WATER SALT MARSH CREEK | .5 MI E OF BREWSTER TL | Concrete Slab (3 spans) | -- | 1954 | -- | 16.1 | 49.9 | Fair | 94.9 | O0400147RDOTNBI |
NBI report | US 6 WB/MD CP HWY | WATER BASS RIVER | AT DENNIS YARMOUTH TL | Concrete Slab (7 spans) | -- | 1954 | -- | 24.0 | 153.9 | Fair | 65.3 | D0701046PDOTNBI |
NBI report | US 6 WB/MD CP HWY | HWY UNION ST | 2.3 M E OF WILLOW ST | Steel Stringer/Multi-beam or girder | -- | 1954 | -- | 64.6 | 68.9 | Fair | 58.9 | Y0100647ADOTNBI |
NBI report | HWY N MAIN ST | US 6 MID CAPE HWY | 3.8 M E OF WILLOW ST | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1954 | 1970 | 95.1 | 173.6 | Fair | 49.0 | Y010074BFDOTNBI |
NBI report | HWY OLD BSS R RD | US 6 MID CAPE HWY | DENNIS | Concrete Tee beam (6 spans) | NR possible | 1954 | 1970 | 55.1 | 259.9 | Fair | 67.5 | D070114ARDOTNBI |
NBI report | HWY FREEMANS WAY | US 6 | 1.75 M W OF ORLEANS TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1955 | -- | 60.0 | 131.9 | Fair | 71.5 | B220024AQDOTNBI |
NBI report | HWY LOWER COUNTY | WATER SWAN POND RIVER | .1 MI E OF SWAN POND RD | Concrete Slab (4 spans) | -- | 1955 | -- | 20.0 | 82.0 | Fair | 52.5 | D0700241MMUNNBI |
NBI report | HWY LOWER COUNTY | WATER DOANES CREEK | 1.2 M EAST OF DENNIS TL | Concrete Slab (3 spans) | -- | 1955 | -- | 20.0 | 62.0 | Fair | 61.2 | H10003424MUNNBI |
NBI report | ST124 PLSNT LK AVE | US 6 MID CAPE HWY | 2.5 M W OF RTE 137 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1955 | -- | 66.9 | 130.9 | Fair | 60.6 | H1001349VDOTNBI |
NBI report | ST137 LONG POND RD | US 6 MID CAPE HWY | 3.25 M W OF ORLEANS TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1955 | -- | 65.0 | 126.0 | Fair | 51.7 | H100144A9DOTNBI |
NBI report | US 6 MID CAPE HWY | HWY DEPOT ST | 2.5 M E OF YARMOUTH TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1955 | 2003 | 54.1 | 123.0 | Good | 82.0 | H1001646TDOTNBI |
NBI report | ST134 | US 6 WB/MID CAPE HWY | 0.5 M E OF YARMOUTH TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1955 | 2009 | 65.9 | 124.0 | Fair | 92.4 | D0700949UDOTNBI |
NBI report | HWY S MAIN ST | WATER BUMPS RIVER | AT BUMPS RIVER | Concrete Slab (7 spans) | -- | 1957 | -- | 20.0 | 139.1 | Poor | 34.3 | B0100141FMUNNBI |
NBI report | US 6 MID CAPE HWY | ST 6 A/CRANBERRY HWY | 1.5 M E OF BREWSTER TL | Steel Stringer/Multi-beam or girder (3 spans) | NR possible | 1957 | 1987 | 68.9 | 159.1 | Fair | 74.0 | O0400346VDOTNBI |
NBI report | HWY WEST RD | US 6 MID CAPE HWY | 1.5 M W OF EASTHAM TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1958 | 1986 | 63.0 | 162.1 | Good | 83.1 | O040044B1DOTNBI |
NBI report | HWY ROCK HRBR RD | US 6 MID CAPE HWY | 1 MI W OF EASTHAM TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1958 | 1987 | 55.1 | 146.0 | Fair | 93.6 | O0400549WDOTNBI |
NBI report | ST 28 NB | HWY BRICK KILN RD | 4.25 M S OF BOURNE TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1959 | -- | 55.1 | 118.1 | Fair | 97.4 | F0302945NDOTNBI |
NBI report | ST 28 SB | HWY BRICK KILN RD | 4.25 M S OF BOURNE TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1959 | -- | 55.1 | 118.1 | Poor | 85.9 | F0302945PDOTNBI |
NBI report | ST 28 NB | HWY THOMAS LANDERS RD | 3 M S OF BOURNE TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1960 | -- | 59.1 | 125.0 | Fair | 92.2 | F0303045QDOTNBI |
NBI report | ST 28 NB | RR MACRR | 1 M S OF BOURNE TL | Prestressed Slab (3 spans) | -- | 1960 | -- | 29.9 | 89.9 | Fair | 81.6 | F0303145TDOTNBI |
NBI report | ST 28 NB | ST151 NATHAN ELLIS HWY | .75 M S OF BOURNE TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1960 | -- | 65.0 | 131.9 | Fair | 83.9 | F0303245VDOTNBI |
NBI report | ST 28 SB | HWY THOMAS LANDERS RD | 3 M S OF BOURNE TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1960 | -- | 59.1 | 128.0 | Good | 91.2 | F0303045RDOTNBI |
NBI report | ST 28 SB | RR MACRR | 1 M S OF BOURNE TL | Prestressed Slab (3 spans) | -- | 1960 | -- | 29.9 | 89.9 | Fair | 60.5 | F0303145UDOTNBI |
NBI report | ST 28 SB | ST151 NATHAN ELLIS HWY | .75 M S OF BOURNE TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1960 | -- | 65.0 | 134.8 | Fair | 70.7 | F0303245WDOTNBI |
NBI report | US 6 EB/MD CP HWY | HWY PHINNEYS LN | 1.5 M E OF RTE 132 | Concrete Tee beam (3 spans) | -- | 1966 | -- | 53.2 | 132.9 | Good | 86.0 | B0101546JDOTNBI |
NBI report | US 6 EB/MD CP HWY | HWY MARY DUNN RD | 1.25 M W OF WILLOW ST | Concrete Tee beam (3 spans) | -- | 1966 | -- | 53.2 | 132.9 | Good | 92.5 | B0101846MDOTNBI |
NBI report | US 6 EB/MD CP HWY | ST132 IYANNOUGH RD | 1 M E OF OAK ST | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 87.3 | 170.0 | Fair | 96.8 | B0101946HDOTNBI |
NBI report | US 6 WB/MD CP HWY | ST132 IYANNOUGH RD | 1. MI E OF OAK ST | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 84.3 | 170.0 | Fair | 77.4 | B0101946GDOTNBI |
NBI report | US 6 EB/MD CP HWY | COMB WILLOW ST & MACRR | 4.0 M E OF RTE 132 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1966 | 1997 | 68.9 | 213.9 | Fair | 88.4 | Y01005475DOTNBI |
NBI report | HWY W YARMTH RD | US 6 EB/MID CAPE HWY | 1.5 M E OF WILLOW ST | Steel Stringer/Multi-beam or girder | NR possible | 1969 | -- | 87.6 | 90.2 | Fair | 94.0 | Y01015477DOTNBI |
NBI report | HWY W YARMTH RD | US 6 WB/MID CAPE HWY | 1.5 M E OF WILLOW ST | Steel Stringer/Multi-beam or girder | NR possible | 1969 | -- | 87.3 | 90.2 | Good | 94.8 | Y01016476DOTNBI |
NBI report | ST134 | US 6 EB/MID CAPE HWY | .5 M EAST OF YARMOUTH TL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1969 | 2009 | 73.2 | 130.6 | Good | 94.2 | D07009B1BDOTNBI |
NBI report | US 6 EB/MD CP HWY | WATER BASS RIVER | AT DENNIS YARMOUTH TL | Concrete Slab (7 spans) | -- | 1970 | -- | 25.9 | 155.8 | Fair | 77.3 | D0701246NDOTNBI |
NBI report | US 6 EB/MD CP HWY | HWY UNION ST | 2.3 M E OF WILLOW ST | Steel Stringer/Multi-beam or girder | -- | 1970 | -- | 65.0 | 70.9 | Fair | 41.6 | Y0101247BDOTNBI |
NBI report | US 6 EB/MD CP HWY | RR MACRR | 1.8 M E OF WILLOW ST | Steel Stringer/Multi-beam or girder | -- | 1970 | -- | 62.3 | 67.3 | Fair | 84.1 | Y01013478DOTNBI |
NBI report | US 6 WB/MD CP HWY | RR MACRR | 1.8 M E OF WILLOW ST | Steel Stringer/Multi-beam or girder | -- | 1971 | -- | 88.9 | 96.1 | Good | 85.8 | Y01014479DOTNBI |
NBI report | HWY CHEQUSST NCK | WATER HERRING RIVER | 3 MI W OF RTE 6 | Concrete Culvert (3 spans) | -- | 1973 | -- | 6.9 | 22.0 | Good | 85.7 | W1400744BMUNNBI |
NBI report | HWY AZALEA DR | WATER HERRING RIVER | 1 MI W OF ST124 | Prestressed Slab | -- | 1974 | -- | 29.9 | 30.8 | Fair | 67.0 | H1001943PMUNNBI |
NBI report | HWY KEVENEY LN | WATER MILL CREEK | 1.5 MI N OF RT 6 | Prestressed Slab (2 spans) | -- | 1978 | -- | 30.8 | 64.0 | Fair | 74.8 | B01005433MUNNBI |
NBI report | HWY MENAUHANT RD | WATER GREAT POND RIVER | JUST S OF GREAT POND | Prestressed Slab (3 spans) | NR possible | 1984 | -- | 50.9 | 152.9 | Fair | 78.0 | F0300341VMUNNBI |
NBI report | HWY BOURNE CR CN | ST 25 | 0.4 M N OF BOURNE BRIDGE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1985 | -- | 133.9 | 271.0 | Fair | 82.0 | B17026457DOTNBI |
NBI report | HWY MENAUHANT RD | WATER BOURNES POND | AT BOURNES POND | Prestressed Slab | -- | 1985 | -- | 49.9 | 53.5 | Fair | 62.3 | F0300641XMUNNBI |
NBI report | ST 28 BOURNE BR RD | US 6 | 190FT N OF BOURNE BRIDGE | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 149.9 | 152.9 | Fair | 64.0 | B1701945LDOTNBI |
NBI report | COAST GUARD BEACH | CRANBERRY BOG | 1.5 MILES FROM SALT POND | Wood Stringer/Multi-beam or girder (8 spans) | -- | 1986 | -- | 39.0 | 310.1 | Fair | 69.8 | 1730001P0000000 |
NBI report | HWY BELLS NCK RD | WATER HERRING RIVER | 0.6 MI. N OF RTE. 28 | Wood Stringer/Multi-beam or girder (3 spans) | -- | 1986 | -- | 19.7 | 59.1 | Good | 93.9 | H1001143QMUNNBI |
NBI report | HWY BOURNEDAL RD | ST 25 | 1.4 M N OF BOURNE BRIDGE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1987 | -- | 100.1 | 207.7 | Fair | 85.8 | B170254AFDOTNBI |
NBI report | HWY CURLEY BLVD | OTHER BIKE PATH PREV RR | .1 MI W RTE 28 A | Prestressed Slab | NR possible | 1988 | -- | 44.9 | 45.9 | Fair | 92.1 | F030124BNDOT634 |
NBI report | HWY PALMER AVE | RR BIKE PATH PREV RR | .05M FROM RTE 28 | Prestressed Slab | -- | 1991 | -- | 36.1 | 40.0 | Good | 75.7 | F030074BLDOT634 |
NBI report | HWY NASHAWENA ST | WATER W FALMOUTH HARBOR | .7 MI W OF RTE 28 | Prestressed Slab | -- | 1992 | -- | 21.3 | 24.6 | Fair | 78.3 | F0301043GMUNNBI |
NBI report | HWY PERRY AVE | RR MACRR | .15 MI NO OF SANDWICH RD | Steel Stringer/Multi-beam or girder | -- | 1993 | -- | 42.0 | 44.9 | Good | 94.9 | B170104BHDOT634 |
NBI report | HWY LIGHTHSE RD | WATER WEIR CREEK | 1 MI. SO. OF ST 28 | Wood Slab (3 spans) | -- | 1995 | -- | 11.2 | 29.9 | Good | 77.6 | D07013ACQMUNNBI |
NBI report | HWY MENAUHANT RD | WATER GREEN POND | .1 MI E ACAPESKET RD | Prestressed Slab (5 spans) | -- | 1995 | -- | 54.1 | 279.9 | Good | 78.4 | F0300241WMUNNBI |
NBI report | HWY BRIDGE RD | WATER BOAT MEADOW BROOK | 1.9 MI FROM SAMOSET RD | Prestressed Box beam or girders - Multiple | -- | 1999 | -- | 57.7 | 61.4 | Good | 94.1 | E04001ADRMUNNBI |
NBI report | HWY LORING AVE | WATER WEIR CREEK | 2.4KM SOUTH OF ST 28 | Wood Slab | -- | 1999 | -- | 21.0 | 23.6 | Good | 77.8 | D07003AV5MUNNBI |
NBI report | HWY QUAKER RD | WATER HERRING BROOK | .8 M SOUTH OF CURLY BLVD | Prestressed Box Beam or girders - Single or Spread | -- | 2000 | -- | 101.7 | 105.0 | Good | 79.8 | F03011AEFMUNNBI |
NBI report | HWY SCHOOL ST | WATER SANTUIT RIVER | AT MASHPEE TOWNLINE | Prestressed Box Beam or girders - Single or Spread | -- | 2001 | -- | 53.5 | 60.0 | Good | 75.9 | B01006AECMUNNBI |
NBI report | HWY BEACH RD | WATER CENTERVILLE RIVER | AT CENTERVILLE RIVER | Prestressed Box beam or girders - Multiple | -- | 2002 | -- | 72.5 | 76.4 | Good | 82.9 | B01002AEDMUNNBI |
NBI report | HWY CHURCH ST | COMB ACC RD & BIKEPATH | 50 FT S OF WOODS HOLE RD | Wood Slab (3 spans) | -- | 2002 | -- | 31.5 | 72.5 | Good | 74.7 | F03014AN8MUNNBI |
NBI report | HWY MEADOWNCK RD | WATER MOONAKIS RIVER | .1 MI E OF METOXIT RD | Prestressed Box Beam or girders - Single or Spread | -- | 2004 | -- | 42.7 | 49.2 | Good | 78.4 | F03019AXUMUNNBI |
NBI report | ST 3 NB | US 6 | @ CAPE COD CANAL | Prestressed Tee beam | -- | 2006 | -- | 105.6 | 116.1 | Good | 78.0 | B170275YKDOTNBI |
NBI report | ST 3 SB | US 6 | @ CAPE COD CANAL | Prestressed Tee beam | -- | 2006 | -- | 110.9 | 115.8 | Good | 97.0 | B17027B11DOTNBI |
NBI report | HWY BRIDGE ST | WATER SESUIT CREEK | .3 MILES FROM JCT ST 6A | Concrete Culvert (2 spans) | -- | 2008 | -- | 11.8 | 25.9 | Good | 80.6 | D07014B76MUNNBI |
NBI report | HWY CHAPOQUOIT | WATER W FALMOUTH HARBOR | CHAPOQUOIT/W. FALMOUTH HA | Prestressed Box Beam or girders - Single or Spread (4 spans) | -- | 2012 | -- | 33.8 | 146.0 | Good | 80.4 | F03009B1YMUNNBI |
NBI report | HWY UPPER COUNTY | WATER SWAN POND RIVER | .9 MI W OF RTE 28 | Prestressed Slab (3 spans) | -- | 2014 | -- | 28.2 | 88.6 | Good | 74.1 | D07001BAHMUNNBI |
NBI report | ST 28 MAIN ST | WATER SWAN POND RIVER | .1 MI E OF RTE 134 | Prestressed Slab (3 spans) | -- | 2014 | -- | 29.2 | 93.5 | Good | 97.6 | D07006BBRDOTNBI |
NBI report | US 6 /ST28/CRNBRY | WATER COHASSET NARROWS | AT WAREHAM BOURNE TL | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 126.0 | 359.9 | Good | 96.4 | B17017B75DOTNBI |
NBI report | HWY BRIDGE ST | WATER MITCHELL RIVER | .9 MI S OF RTE 28 | Steel Movable - Bascule | -- | 2016 | -- | 33.8 | -- | -- | -- | C070019YMMUNNBI |
NBI report | ST 28 ORLEANS RD | WATER MUDDY CREEK | .25 MI WEST OF BAY RD | Steel Stringer/Multi-beam or girder | -- | 2016 | -- | 91.2 | 93.8 | Good | 96.0 | C07005BNJDOTNBI |