tazewell-county
969 rows
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Suggested facets: Physical Jurisdiction, Maintenance Jurisdiction, AADT Quality, Percent Combination Trucks 2+ Trailer, Vehicle Classification Quality, K Factor Quality, AAWDT Quality, Data Date, Parallel Facilities Combined - AADT, Parallel Facilities Combined - AADT Quality, Parallel Facilities Combined - Percent 2 and 4 Tire Vehicles, Parallel Facilities Combined - Percent buses, Parallel Facilities Combined - Percent Single Unit Trucks 2 Axle, Parallel Facilities Combined - Percent Single Unit Trucks 3+ Axle, Parallel Facilities Combined - Percent Combination Trucks 1 Trailer, Parallel Facilities Combined - Percent Combination Trucks 2+ Trailer, Parallel Facilities Combined - Vehicle Classification Quality, Parallel Facilities Combined - K Factor, Parallel Facilities Combined - K Factor Quality, Parallel Facilities Combined - Direction Factor, Parallel Facilities Combined - AAWDT, Parallel Facilities Combined - AAWDT Quality
| Link | rowid ▼ | Link ID | RNS Route Name | Route Label | Route Alias | Physical Jurisdiction | Maintenance Jurisdiction | Start Label | End Label | Link Length | AADT | AADT Quality | Percent 2 and 4 Tire Vehicles | Percent buses | Percent Single Unit Trucks 2 Axle | Percent Single Unit Trucks 3+ Axle | Percent Combination Trucks 1 Trailer | Percent Combination Trucks 2+ Trailer | Vehicle Classification Quality | K Factor | K Factor Quality | Direction Factor | AAWDT | AAWDT Quality | Data Date | Comment | Parallel Facilities Combined - AADT | Parallel Facilities Combined - AADT Quality | Parallel Facilities Combined - Percent 2 and 4 Tire Vehicles | Parallel Facilities Combined - Percent buses | Parallel Facilities Combined - Percent Single Unit Trucks 2 Axle | Parallel Facilities Combined - Percent Single Unit Trucks 3+ Axle | Parallel Facilities Combined - Percent Combination Trucks 1 Trailer | Parallel Facilities Combined - Percent Combination Trucks 2+ Trailer | Parallel Facilities Combined - Vehicle Classification Quality | Parallel Facilities Combined - K Factor | Parallel Facilities Combined - K Factor Quality | Parallel Facilities Combined - Direction Factor | Parallel Facilities Combined - AAWDT | Parallel Facilities Combined - AAWDT Quality | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 1 | 10342 | R-VA SR00016NB | VA 16 NB | B F Buchanan Hwy | 92 | 92 | Smyth County Line | 92-601 | 3.38 | 250 | G | 0.98580002784729 | 0.0 | 0.01217000000178814 | 0.00203000009059906 | 0.0 | 0.0 | C | 0.1492 | F | 0.5957 | 240 | G | 2024 | ||||||||||||||||
| 2 | 2 | 10342 | R-VA SR00016NB | VA 16 NB | B F Buchanan Hwy | 92 | 92 | 92-601 | 92-601 Freestone Valley Rd | 0.28 | 250 | G | 0.98580002784729 | 0.0 | 0.01217000000178814 | 0.00203000009059906 | 0.0 | 0.0 | C | 0.1492 | F | 0.5957 | 240 | G | 2024 | ||||||||||||||||
| 3 | 3 | 10341 | R-VA SR00016NB | VA 16 NB | B F Buchanan Hwy | 92 | 92 | 92-601 Freestone Valley Rd | 92-602 | 4.77 | 460 | G | 0.9600399732589722 | 0.0 | 0.00863999966531992 | 0.01727999933063984 | 0.01403999980539083 | 0.0 | C | 0.1245 | F | 0.5294 | 450 | G | 2024 | ||||||||||||||||
| 4 | 4 | 10341 | R-VA SR00016NB | VA 16 NB | B F Buchanan Hwy | 92 | 92 | 92-602 | 92-602 Pleasant Hill Church Rd | 0.18 | 460 | G | 0.9600399732589722 | 0.0 | 0.00863999966531992 | 0.01727999933063984 | 0.01403999980539083 | 0.0 | C | 0.1245 | F | 0.5294 | 450 | G | 2024 | ||||||||||||||||
| 5 | 5 | 10112 | R-VA SR00016NB | VA 16 NB | B F Buchanan Hwy | 92 | 92 | 92-602 Pleasant Hill Church Rd | 92-604 | 1.55 | 1200 | G | 0.9690799713134766 | 0.0 | 0.007319999858736992 | 0.009359999559819698 | 0.01424000039696693 | 0.0 | C | 0.0935 | F | 0.626 | 1200 | G | 2024 | ||||||||||||||||
| 6 | 6 | 10112 | R-VA SR00016NB | VA 16 NB | B F Buchanan Hwy | 92 | 92 | 92-604 | 92-604 Thompson Valley Rd | 1.22 | 1200 | G | 0.9690799713134766 | 0.0 | 0.007319999858736992 | 0.009359999559819698 | 0.01424000039696693 | 0.0 | C | 0.0935 | F | 0.626 | 1200 | G | 2024 | ||||||||||||||||
| 7 | 7 | 10340 | R-VA SR00016NB | VA 16 NB | B F Buchanan Hwy | 92 | 92 | 92-604 Thompson Valley Rd | Bus US 19, Bus US 460 Main St | 1.68 | 2100 | G | 0.9732300043106079 | 0.001850000000558794 | 0.00622999994084239 | 0.01107999961823225 | 0.00761000020429492 | 0.0 | C | 0.0865 | F | 0.7077 | 2100 | G | 2024 | ||||||||||||||||
| 8 | 8 | 10355 | R-VA SR00016NB | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Crab Orchard Rd | 92 | 92 | SR 16 BF Buchanan Hwy | 92-633 Peery Addition Rd | 1.11 | 1900 | G | 0.9888399839401245 | 0.002390000037848949 | 0.004780000075697899 | 0.002659999998286366 | 0.001329999999143183 | 0.0 | C | 0.0912 | F | 0.5955 | 1800 | G | 2024 | ||||||||||||||||
| 9 | 9 | 675007 | R-VA SR00016NB | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Main St | 92 | 92 | 92-633 Peery Addition Rd | Town of Tazewell Corp Bndry | 0.44 | 2000 | G | 0.9890000224113464 | 0.002000000094994903 | 0.005750000011175871 | 0.002249999903142452 | 0.001000000047497451 | 0.0 | C | 0.0882 | F | 0.5946 | 1900 | G | 2024 | ||||||||||||||||
| 10 | 10 | 675007 | R-VA SR00016NB | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Main St | 92 | 92 | Tazewell County Line | ALT SR 16 Fairgrounds Rd | 0.2 | 2000 | G | 0.9890000224113464 | 0.002000000094994903 | 0.005750000011175871 | 0.002249999903142452 | 0.001000000047497451 | 0.0 | C | 0.0882 | F | 0.5946 | 1900 | G | 2024 | ||||||||||||||||
| 11 | 11 | 675008 | R-VA SR00016NB | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Main St | 158 | 158 | ALT SR 16 Fairgrounds Rd | Church Ave | 0.81 | 3000 | G | 0.9856899976730347 | 0.002659999998286366 | 0.006819999776780605 | 0.003160000080242753 | 0.001659999950788915 | 0.0 | C | 0.0917 | F | 0.631 | 2900 | G | 2024 | ||||||||||||||||
| 12 | 12 | 675009 | R-VA SR00016NB | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Fincastle Trpk | 158 | 158 | Church St | Tazewell Ave | 0.44 | 3500 | G | 0.9891600012779236 | 0.001369999954476953 | 0.006940000224858522 | 0.001169999944977462 | 0.001369999954476953 | 0.0 | F | 0.0956 | F | 0.5321 | 3400 | G | 2024 | ||||||||||||||||
| 13 | 13 | 675012 | R-VA SR00016NB | VA 16 NB | Tazewell Ave | 158 | 158 | Bus US 19, Bus US 460, Main St | US 19, US 460 | 0.83 | 4700 | G | 0.9899399876594543 | 0.001129999989643693 | 0.004519999958574772 | 0.002460000105202198 | 0.001949999947100878 | 0.0 | C | 0.0844 | F | 0.534 | 4800 | G | 2024 | ||||||||||||||||
| 14 | 14 | 675013 | R-VA SR00016NB | VA 16 NB | Tazewell Ave | 158 | 158 | US 19, US 460 | SR 61 Riverside Dr | 0.44 | 3200 | G | 0.9857699871063232 | 0.002189999911934137 | 0.007040000054985285 | 0.002189999911934137 | 0.002809999976307154 | 0.0 | C | 0.0888 | F | 0.5552 | 3100 | G | 2024 | ||||||||||||||||
| 15 | 15 | 675014 | R-VA SR00016NB | VA 16 NB | Riverside Dr | 158 | 158 | Tazewell Ave | ALT SR 16 Fairgrounds Rd | 1.3 | 2300 | G | 0.9882199764251709 | 0.001649999991059303 | 0.00558000011369586 | 0.00227000005543232 | 0.00227000005543232 | 0.0 | C | 0.0912 | F | 0.5341 | 2400 | G | 2024 | ||||||||||||||||
| 16 | 16 | 675015 | R-VA SR00016NB | VA 16 NB | Riverside Dr | 158 | 158 | ALT SR 16 Fairgrounds Rd | NCL Tazewell | 0.54 | 3100 | G | 0.9867799878120422 | 0.0004499999922700226 | 0.006240000016987324 | 0.003120000008493662 | 0.003419999964535236 | 0.0 | C | 0.099 | F | 0.5802 | 3200 | G | 2024 | ||||||||||||||||
| 17 | 17 | 10339 | R-VA SR00016NB | VA 16 NB | Stoney Ridge Rd | 92 | 92 | NCL Tazewell | 92-636 Dry Fork Rd | 2.67 | 2500 | G | 0.972540020942688 | 0.002139999996870756 | 0.00953999999910593 | 0.006039999891072512 | 0.00953999999910593 | 0.0001900000061141327 | C | 0.0945 | F | 0.5966 | 2500 | G | 2024 | ||||||||||||||||
| 18 | 18 | 10338 | R-VA SR00016NB | VA 16 NB | Stoney Ridge Rd | 92 | 92 | 92-636 Dry Fork Rd | 92-643 | 0.63 | 1900 | G | 0.9729899764060974 | 0.001040000002831221 | 0.009870000183582306 | 0.005189999938011169 | 0.01064999960362911 | 0.0002600000007078052 | C | 0.0911 | F | 0.5896 | 1900 | G | 2024 | ||||||||||||||||
| 19 | 19 | 10338 | R-VA SR00016NB | VA 16 NB | Stoney Ridge Rd | 92 | 92 | 92-643 | 92-643 | 0.16 | 1900 | G | 0.9729899764060974 | 0.001040000002831221 | 0.009870000183582306 | 0.005189999938011169 | 0.01064999960362911 | 0.0002600000007078052 | C | 0.0911 | F | 0.5896 | 1900 | G | 2024 | ||||||||||||||||
| 20 | 20 | 10338 | R-VA SR00016NB | VA 16 NB | Stoney Ridge Rd | 92 | 92 | 92-643 | 92-644 Horsepen Rd | 1.83 | 1900 | G | 0.9729899764060974 | 0.001040000002831221 | 0.009870000183582306 | 0.005189999938011169 | 0.01064999960362911 | 0.0002600000007078052 | C | 0.0911 | F | 0.5896 | 1900 | G | 2024 | ||||||||||||||||
| 21 | 21 | 10015 | R-VA SR00016NB | VA 16 NB | Stoney Ridge Rd | 92 | 92 | 92-644 Horsepen Rd | West Virginia State Line | 2.55 | 1200 | G | 0.9677799940109253 | 0.00171999994199723 | 0.0081599997356534 | 0.006010000128298998 | 0.01589000038802624 | 0.0004299999854993075 | C | 0.1033 | F | 0.6333 | 1100 | G | 2024 | ||||||||||||||||
| 22 | 22 | 799285 | R-VA SR00016UK RMP068.00A | VA 16 EXIT 68A | Ramp 068.00A | 92 | 92 | R-VA SR00016NB; R-VA US00019SB RMP071.00A | R-VA US00019SB | 0.16 | 1500 | F | 0.9738399982452393 | 0.005630000028759241 | 0.00795000046491623 | 0.007619999814778566 | 0.004970000125467777 | 0.0 | C | 0.1295 | F | 1.0 | 2024 | ||||||||||||||||||
| 23 | 23 | 803356 | R-VA SR00016UK RMP068.00B | VA 16 EXIT 68B | Ramp | 158 | 92 | SR-00016(B)/US-00019-N071A(R)/RAMP FROM & TO | US-00019(B)/RAMP FROM RTE 16 | 0.09 | 1000 | G | 0.9898200035095215 | 0.005330000072717667 | 0.0009699999936856329 | 0.00291000003926456 | 0.0009699999936856329 | 0.0 | C | 0.1203 | F | 1.0 | 2024 | ||||||||||||||||||
| 24 | 24 | 675006 | R-VA SR00016NBALT001 | ALT VA 16 NB | Fairgrounds Rd | 158 | 158 | US 19 Bus Main St | US 19 Tazewell | 0.88 | 2200 | G | 0.9891600012779236 | 0.001429999945685267 | 0.005319999996572733 | 0.001840000040829182 | 0.002249999903142452 | 0.0 | C | 0.1022 | F | 0.5407 | 2300 | G | 2024 | ||||||||||||||||
| 25 | 25 | 10588 | R-VA SR00016NBALT001 | ALT VA 16 NB | Fairgrounds Rd | 158 | 158 | US 19 Tazewell | SR 16 Riverside Dr | 0.73 | 2500 | G | 0.9767600297927856 | 0.002300000051036477 | 0.008790000341832638 | 0.008790000341832638 | 0.003349999897181988 | 0.0 | C | 0.0935 | F | 0.7143 | 2400 | G | 2024 | ||||||||||||||||
| 26 | 26 | 804329 | R-VA SR00016UKALT001RMP001.00A | ALT VA 16 EXIT 1A | Ramp | 92 | 92 | A1SR-00016(B)/US-00019-S070A(L)/RAMP TO US19 | US-00019(B)/(RAMP FROM A1SR 16) | 0.21 | 960 | G | X | 0.1118 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 27 | 27 | 804330 | R-VA SR00016UKALT001RMP001.00B | ALT VA 16 EXIT 1B | Ramp | 92 | 92 | A1SR-00016(B)/US-00019-N070A(U)/RAMP TO & FRO | US-00019(B)/RAMP FROM ALT RT 16 | 0.25 | 710 | G | 0.9796199798583984 | 0.003509999951347709 | 0.002110000001266599 | 0.008430000394582748 | 0.006320000160485506 | 0.0 | C | 0.169 | F | 1.0 | 2024 | ||||||||||||||||||
| 28 | 28 | 10353 | R-VA US00019NB | US 19 NB | 92 | 92 | Russell County Line | 92-609 Kents Ridge Rd; Wardell Rd | 2.38 | 9400 | G | 0.9502900242805481 | 0.00546000013127923 | 0.007960000075399876 | 0.008369999937713146 | 0.02796000055968761 | 3.999999898951501e-05 | F | 0.0997 | F | 0.5561 | 10000 | G | 2024 | |||||||||||||||||
| 29 | 29 | 10352 | R-VA US00019NB | US 19 NB | 92 | 92 | 92-609 Kents Ridge Rd; Wardell Rd | .16 mile N Cordelia St | 2.88 | 11000 | G | 0.9502900242805481 | 0.00546000013127923 | 0.007960000075399876 | 0.008369999937713146 | 0.02796000055968761 | 3.999999898951501e-05 | F | 0.0963 | F | 0.5098 | 11000 | G | 2024 | |||||||||||||||||
| 30 | 30 | 10352 | R-VA US00019NB | US 19 NB | 92 | 92 | .16 mile N Cordelia St | US 460 Claypool Hill | 0.16 | 11000 | G | 0.9502900242805481 | 0.00546000013127923 | 0.007960000075399876 | 0.008369999937713146 | 0.02796000055968761 | 3.999999898951501e-05 | F | 0.0963 | F | 0.5098 | 11000 | G | 2024 | |||||||||||||||||
| 31 | 31 | 10351 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | US 460 Claypool Hill | .568 mile N 92-1249 | 1.678 | 9900 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0897 | F | 0.5385 | 11000 | G | 2024 | |||||||||||||||||
| 32 | 32 | 10351 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | .568 mile N 92-1249 | 92-639 Earls Branch Rd | 4.052 | 9900 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0897 | F | 0.5385 | 11000 | G | 2024 | |||||||||||||||||
| 33 | 33 | 10350 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | 92-639 Earls Branch Rd | 92-637 | 2.13 | 9400 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0917 | F | 0.5202 | 10000 | G | 2024 | |||||||||||||||||
| 34 | 34 | 10350 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | 92-637 | US 19, Bus US 460 | 3.0 | 9400 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0917 | F | 0.5202 | 10000 | G | 2024 | |||||||||||||||||
| 35 | 35 | 10349 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | US 19, Bus US 460 | WCL Tazewell | 1.691 | 9200 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0887 | F | 0.5122 | 9900 | G | 2024 | |||||||||||||||||
| 36 | 36 | 10497 | R-VA US00019NB | US 19 NB,US 460 EB | 158 | 92 | WCL Tazewell | Town of Tazewell Corp Bndry | 0.079 | 8000 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0915 | F | 0.5409 | 8600 | G | 2024 | |||||||||||||||||
| 37 | 37 | 10497 | R-VA US00019NB | US 19 NB,US 460 EB | 158 | 92 | Tazewell County Line | .038 mile N Town of Tazewell Corp Bndry | 0.038 | 8000 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0915 | F | 0.5409 | 8600 | G | 2024 | |||||||||||||||||
| 38 | 38 | 10497 | R-VA US00019NB | US 19 NB,US 460 EB | 158 | 92 | .038 mile N Tazewell County Line | SR 61 Riverside Dr | 1.251 | 8000 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0915 | F | 0.5409 | 8600 | G | 2024 | |||||||||||||||||
| 39 | 39 | 10348 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | SR 61 | .05 mile N VA 16 EXIT 68B | 0.05 | 7100 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0905 | F | 0.5022 | 7600 | G | 2024 | |||||||||||||||||
| 40 | 40 | 10348 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | .05 mile N VA 16 EXIT 68B | .026 mile N US 19 EXIT NB 72A | 0.765 | 7100 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0905 | F | 0.5022 | 7600 | G | 2024 | |||||||||||||||||
| 41 | 41 | 10348 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | .026 mile N US 19 EXIT NB 72A | Tazewell County Line | 0.056 | 7100 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0905 | F | 0.5022 | 7600 | G | 2024 | |||||||||||||||||
| 42 | 42 | 10348 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | Town of Tazewell Corp Bndry | .03 mile N 92-678 EXIT 1A | 1.543 | 7100 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0905 | F | 0.5022 | 7600 | G | 2024 | |||||||||||||||||
| 43 | 43 | 10348 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | .03 mile N 92-678 EXIT 1A | Bus US 460 | 0.427 | 7100 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0905 | F | 0.5022 | 7600 | G | 2024 | |||||||||||||||||
| 44 | 44 | 10347 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | Bus US 460 | .41 mile N 92-649; 92-1402 | 4.36 | 9600 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0894 | F | 0.5021 | 10000 | G | 2024 | |||||||||||||||||
| 45 | 45 | 10347 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | .41 mile N 92-649; 92-1402 | 92-680 | 0.24 | 9600 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0894 | F | 0.5021 | 10000 | G | 2024 | |||||||||||||||||
| 46 | 46 | 10347 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | 92-680 | 92-680 | 0.55 | 9600 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0894 | F | 0.5021 | 10000 | G | 2024 | |||||||||||||||||
| 47 | 47 | 10347 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | 92-680 | 92-680; Village Rd | 0.25 | 9600 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0894 | F | 0.5021 | 10000 | G | 2024 | |||||||||||||||||
| 48 | 48 | 10347 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | 92-680; Village Rd | 92-680 E, Hurt Rd | 0.35 | 9600 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0894 | F | 0.5021 | 10000 | G | 2024 | |||||||||||||||||
| 49 | 49 | 10346 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | 92-680 E, Hurt Rd | .22 mile N 92-665 | 2.67 | 11000 | A | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | C | 0.105 | A | 0.5406 | 12000 | A | 2024 | |||||||||||||||||
| 50 | 50 | 10346 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | .22 mile N 92-665 | 92-720 W, Heckman Pike | 2.19 | 11000 | A | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | C | 0.105 | A | 0.5406 | 12000 | A | 2024 | |||||||||||||||||
| 51 | 51 | 10345 | R-VA US00019NB | US 19 NB,US 460 EB | 92 | 92 | 92-720 W, Heckman Pike | US 460 | 0.1 | 11000 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.0923 | F | 0.5371 | 12000 | G | 2024 | |||||||||||||||||
| 52 | 52 | 10344 | R-VA US00019NB | US 19 NB | Trail of The Lonesome Pine | 92 | 92 | US 19 EXIT NB 85A; US 460 EXIT WB 76A | WCL Bluefield | 1.16 | 3100 | G | 0.9485800266265869 | 0.007969999685883522 | 0.007790000177919865 | 0.007540000136941671 | 0.02810999937355518 | 7.999999797903001e-05 | F | 0.1066 | F | 0.5955 | 3300 | G | 2024 | ||||||||||||||||
| 53 | 53 | 609019 | R-VA US00019NB | US 19 NB | 143 | 143 | WCL Bluefield | Town of Bluefield Corp Bndry; Luther St | 0.008 | 2900 | G | 0.9778100252151489 | 0.00147999997716397 | 0.005419999826699495 | 0.007559999823570251 | 0.00773000018671155 | 0.0 | C | 0.1025 | F | 0.5443 | 3100 | G | 2024 | |||||||||||||||||
| 54 | 54 | 609019 | R-VA US00019NB | US 19 NB | 143 | 143 | Tazewell County Line; Luther St | Montrose St | 1.152 | 2900 | G | 0.9778100252151489 | 0.00147999997716397 | 0.005419999826699495 | 0.007559999823570251 | 0.00773000018671155 | 0.0 | C | 0.1025 | F | 0.5443 | 3100 | G | 2024 | |||||||||||||||||
| 55 | 55 | 609020 | R-VA US00019NB | US 19 NB | Virginia Ave | 143 | 143 | Montrose St | Walnut St | 0.95 | 2700 | G | 0.9714599847793579 | 0.002090000081807375 | 0.007480000145733356 | 0.008179999887943268 | 0.01078999973833561 | 0.0 | C | 0.1023 | F | 0.6181 | 2900 | G | 2024 | ||||||||||||||||
| 56 | 56 | 609021 | R-VA US00019NB | US 19 NB | Walnut Ave | 143 | 143 | Tazewell Ave | SR 102 College Ave | 0.05 | 720 | G | 0.9577100276947021 | 0.005200000014156103 | 0.007160000037401915 | 0.02797999978065491 | 0.001949999947100878 | 0.0 | C | 0.1102 | F | 0.6588 | 760 | G | 2024 | ||||||||||||||||
| 57 | 57 | 609022 | R-VA US00019NB | US 19 NB | 143 | 143 | SR 102 College Ave | Hicks St | 0.43 | 4200 | G | 0.9829999804496765 | 0.0005699999746866524 | 0.004869999829679728 | 0.005330000072717667 | 0.006240000016987324 | 0.0 | C | 0.0988 | F | 0.5444 | 4500 | G | 2024 | |||||||||||||||||
| 58 | 58 | 609022 | R-VA US00019NB | US 19 NB | 143 | 143 | Hicks St | West Virginia State Line | 0.37 | 4200 | G | 0.9829999804496765 | 0.0005699999746866524 | 0.004869999829679728 | 0.005330000072717667 | 0.006240000016987324 | 0.0 | C | 0.0988 | F | 0.5444 | 4500 | G | 2024 | |||||||||||||||||
| 59 | 59 | 803891 | R-VA US00019NB RMP070.00A | US 19 NB NB EXIT 70A | Ramp | 158 | 92 | US-00019(B)/RAMP TO & FROM ROUTE 16 ALT | A1SR-00016(B)/A1SR-00016- 001B(U)/RAMP TO & F | 0.15 | 980 | G | X | 0.1009 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 60 | 60 | 803892 | R-VA US00019NB RMP071.00A | US 19 NB NB EXIT 71A | Ramp | 92 | 92 | US-00019(B)/SR-00016- 068A(R)/RAMP TO & FROM | SR-00016(B)/SR-00016- 068B(R)/RAMP FROM & TO | 0.15 | 920 | G | X | 0.1414 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 61 | 61 | 803893 | R-VA US00019NB RMP072.00A | US 19 NB NB EXIT 72A | Ramp | 158 | 92 | US-00019(B)/RAMP TO ROUTE 61 | SR-00061(B)/SR-00061- 001B(R)/RAMP TO & FROM | 0.16 | 1100 | G | X | 0.1027 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 62 | 62 | 803894 | R-VA US00019NB RMP073.00A | US 19 NB NB EXIT 73A | Ramp | 92 | 92 | US-00019(B)/RAMP TO ROUTE 678 | 92-00678(B)/92-00678- 001A(L)/RAMP TO AND FRO | 0.07 | 600 | G | X | 0.1015 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 63 | 63 | 809635 | R-VA US00019NB RMP085.00A | US 19 NB NB EXIT 85A | US 19 Ramp | 92 | 92 | US 460 EB | Ramp from US 460 WB | 0.4 | 930 | F | X | 0.105 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 64 | 64 | 803897 | R-VA US00019SB RMP070.00A | US 19 SB SB EXIT 70A | Ramp | 92 | 92 | US-00019(B)/JB-158/WCL TAZEWELL | A1SR-00016(B)/A1SR-00016- 001A(L)/RAMP TO US1 | 0.18 | 590 | G | X | 0.1195 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 65 | 65 | 803898 | R-VA US00019SB RMP071.00A | US 19 SB SB EXIT 71A | Ramp | 158 | 92 | US-00019(B)/RAMP TO ROUTE 16 | SR-00016(B)/SR-00016- 068A(R)/RAMP TO & FROM | 0.15 | 900 | G | X | 0.1145 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 66 | 66 | 803899 | R-VA US00019SB RMP072.00A | US 19 SB SB EXIT 72A | Ramp | 158 | 92 | US-00019(B)/RAMP TO ROUTE 61 | SR 61 SR 61- 1A RAMP TO & FROM | 0.31 | 90 | G | X | 0.1573 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 67 | 67 | 202348 | R-VA US00019SB RMP085.00A | US 19 SB SB EXIT 85A | Ramp 085.00A | 92 | 92 | R-VA US00019SB, R-VA US00019SB RMP085.00B | US 460 | 0.32 | 680 | F | X | 0.1737 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 68 | 68 | 202349 | R-VA US00019SB RMP085.00B | US 19 SB SB EXIT 85B | Ramp 085.00B | 92 | 92 | R-VA US00019SB, R-VA US00019SB RMP085.00A | R-VA US00019SB, R-VA US00460WB | 0.21 | 1000 | F | X | 0.1151 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 69 | 69 | 10116 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB | Crab Orchard Rd | 92 | 92 | US 19, US 460 | SR 91 Whitten Valley Rd | 1.58 | 1500 | G | 0.9619500041007996 | 0.001629999955184758 | 0.008460000157356262 | 0.01398000027984381 | 0.01398000027984381 | 0.0 | C | 0.0919 | F | 0.7123 | 1500 | G | 2024 | ||||||||||||||||
| 70 | 70 | 10114 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB | Crab Orchard Rd | 92 | 92 | SR 91 Whitten Valley Rd | SR 16 BF Buchanan Hwy | 0.27 | 1500 | G | 0.9673299789428711 | 0.0015999999595806 | 0.004800000227987766 | 0.01441000029444695 | 0.01185000035911798 | 0.0 | C | 0.0845 | F | 0.6957 | 1500 | G | 2024 | ||||||||||||||||
| 71 | 71 | 10355 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Crab Orchard Rd | 92 | 92 | SR 16 BF Buchanan Hwy | 92-633 Peery Addition Rd | 1.11 | 1900 | G | 0.9888399839401245 | 0.002390000037848949 | 0.004780000075697899 | 0.002659999998286366 | 0.001329999999143183 | 0.0 | C | 0.0912 | F | 0.5955 | 1800 | G | 2024 | ||||||||||||||||
| 72 | 72 | 675007 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Main St | 92 | 92 | 92-633 Peery Addition Rd | Town of Tazewell Corp Bndry | 0.44 | 2000 | G | 0.9890000224113464 | 0.002000000094994903 | 0.005750000011175871 | 0.002249999903142452 | 0.001000000047497451 | 0.0 | C | 0.0882 | F | 0.5946 | 1900 | G | 2024 | ||||||||||||||||
| 73 | 73 | 675007 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Main St | 92 | 92 | Tazewell County Line | ALT SR 16 Fairgrounds Rd | 0.2 | 2000 | G | 0.9890000224113464 | 0.002000000094994903 | 0.005750000011175871 | 0.002249999903142452 | 0.001000000047497451 | 0.0 | C | 0.0882 | F | 0.5946 | 1900 | G | 2024 | ||||||||||||||||
| 74 | 74 | 675008 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Main St | 158 | 158 | ALT SR 16 Fairgrounds Rd | Church Ave | 0.81 | 3000 | G | 0.9856899976730347 | 0.002659999998286366 | 0.006819999776780605 | 0.003160000080242753 | 0.001659999950788915 | 0.0 | C | 0.0917 | F | 0.631 | 2900 | G | 2024 | ||||||||||||||||
| 75 | 75 | 675009 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB,VA 16 NB | Fincastle Trpk | 158 | 158 | Church St | Tazewell Ave | 0.44 | 3500 | G | 0.9891600012779236 | 0.001369999954476953 | 0.006940000224858522 | 0.001169999944977462 | 0.001369999954476953 | 0.0 | F | 0.0956 | F | 0.5321 | 3400 | G | 2024 | ||||||||||||||||
| 76 | 76 | 675010 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB | Fincastle Trpk | 158 | 158 | Tazewell Ave | SR 61 Ben Bolt Blvd | 1.65 | 5100 | G | 0.9891600012779236 | 0.001369999954476953 | 0.006940000224858522 | 0.001169999944977462 | 0.001369999954476953 | 0.0 | C | 0.0865 | F | 0.5286 | 5000 | G | 2024 | ||||||||||||||||
| 77 | 77 | 675011 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB | Fincastle Trpk | 158 | 158 | SR 61 Ben Bolt Blvd | ECL Tazewell | 0.65 | 6900 | G | 0.9891600012779236 | 0.001369999954476953 | 0.006940000224858522 | 0.001169999944977462 | 0.001369999954476953 | 0.0 | F | 0.0971 | F | 0.5032 | 6800 | G | 2024 | ||||||||||||||||
| 78 | 78 | 10354 | R-VA US00019EBBUS002 | BUS US 19 EB,BUS US 460 EB | 158 | 92 | ECL Tazewell | US 19, US 460 | 0.63 | 3000 | G | 0.9859799742698669 | 0.002069999929517508 | 0.005260000005364418 | 0.002709999913349748 | 0.003980000037699938 | 0.0 | C | 0.0959 | F | 0.5171 | 3100 | G | 2024 | |||||||||||||||||
| 79 | 79 | 804375 | R-VA US00019EBBUS002RMP008.00A | BUS US 19 EB EB EXIT 8A | Ramp | 92 | 92 | C2US-00019(L)/RAMP TO ROUTE 19/460 BP | US-00019(B)/RAMP FROM RT 19/460 BUS | 0.22 | 1600 | G | 0.9827200174331665 | 0.003770000068470836 | 0.004399999976158142 | 0.002829999895766377 | 0.006289999932050705 | 0.0 | C | 0.0972 | F | 1.0 | 2024 | ||||||||||||||||||
| 80 | 80 | 803900 | R-VA US00019WBBUS002RMP008.00A | BUS US 19 WB WB EXIT 8A | Ramp | 92 | 92 | US-00019(B)/RAMP TO ROUTE 19/460 | C2US-00019(B)/RAMP FROM RT 19/460 | 0.3 | 1700 | G | X | 0.1132 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 81 | 81 | 675003 | R-VA SR00061EB | VA 61 EB | E Riverside Dr | 158 | 158 | SR 16 Tazewell Ave | US 19, US 460 | 0.86 | 2800 | G | 0.9904800057411194 | 0.0009699999936856329 | 0.003869999898597598 | 0.002580000087618828 | 0.002099999925121665 | 0.0 | C | 0.111 | F | 0.6537 | 2900 | G | 2024 | ||||||||||||||||
| 82 | 82 | 675001 | R-VA SR00061EB | VA 61 EB | E Riverside Dr | 158 | 158 | US 19, US 460 | US 19 BUS, US 460 BUS Fincastle Tpke | 1.29 | 4400 | G | 0.9854300022125244 | 0.00215000007301569 | 0.004819999914616346 | 0.0026700000744313 | 0.004920000210404396 | 0.0 | C | 0.1094 | F | 0.5592 | 4600 | G | 2024 | ||||||||||||||||
| 83 | 83 | 675002 | R-VA SR00061EB | VA 61 EB | Ben Bolt Ave | 158 | 158 | US 19 BUS, US 460 BUS Fincastle Tpke | SCL Tazewell | 0.64 | 3000 | G | 0.9811499714851379 | 0.002240000059828162 | 0.007840000092983246 | 0.005040000192821026 | 0.003729999996721745 | 0.0 | F | 0.086 | F | 0.5383 | 3100 | G | 2024 | ||||||||||||||||
| 84 | 84 | 10357 | R-VA SR00061EB | VA 61 EB | Clearfork Rd | 92 | 92 | SCL Tazewell | 92-623 Burkes Garden Rd | 4.27 | 2400 | G | 0.9811499714851379 | 0.002240000059828162 | 0.007840000092983246 | 0.005040000192821026 | 0.003729999996721745 | 0.0 | C | 0.0959 | F | 0.6431 | 2500 | G | 2024 | ||||||||||||||||
| 85 | 85 | 10358 | R-VA SR00061EB | VA 61 EB | Clearfork Rd | 92 | 92 | 92-623 Burkes Garden Rd | 92-614 | 3.49 | 520 | G | 0.9672899842262268 | 0.007069999817758799 | 0.009730000048875809 | 0.008840000256896019 | 0.007069999817758799 | 0.0 | C | 0.1027 | F | 0.5902 | 530 | G | 2024 | ||||||||||||||||
| 86 | 86 | 10358 | R-VA SR00061EB | VA 61 EB | Clearfork Rd | 92 | 92 | 92-614 | 92-614 | 0.84 | 520 | G | 0.9672899842262268 | 0.007069999817758799 | 0.009730000048875809 | 0.008840000256896019 | 0.007069999817758799 | 0.0 | C | 0.1027 | F | 0.5902 | 530 | G | 2024 | ||||||||||||||||
| 87 | 87 | 10358 | R-VA SR00061EB | VA 61 EB | Clearfork Rd | 92 | 92 | 92-614 | 92-662 Cove Creek | 2.98 | 520 | G | 0.9672899842262268 | 0.007069999817758799 | 0.009730000048875809 | 0.008840000256896019 | 0.007069999817758799 | 0.0 | C | 0.1027 | F | 0.5902 | 530 | G | 2024 | ||||||||||||||||
| 88 | 88 | 10359 | R-VA SR00061EB | VA 61 EB | Clearfork Rd | 92 | 92 | 92-662 Cove Creek | Bland County Line | 1.65 | 390 | G | 0.9570800065994263 | 0.009279999881982803 | 0.01276000030338764 | 0.0115999998524785 | 0.009279999881982803 | 0.0 | C | 0.1195 | F | 0.7778 | 410 | G | 2024 | ||||||||||||||||
| 89 | 89 | 803437 | R-VA SR00061UK RMP001.00A | VA 61 EXIT 1A | Ramp | 158 | 92 | SR-00061(B)/US-00019-S072A(R)/RAMP TO & FROM | US-00019(B)/RAMP FROM ROUTE 61 | 0.28 | 1000 | G | X | 0.1315 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 90 | 90 | 803438 | R-VA SR00061UK RMP001.00B | VA 61 EXIT 1B | Ramp | 158 | 92 | SR-00061(B)/US-00019-N072A(R)/RAMP TO & FROM | US-00019(B)/RAMP FROM ROUTE 61 | 0.2 | 270 | G | X | 0.1268 | F | 1.0 | 2024 | ||||||||||||||||||||||||
| 91 | 91 | 10360 | R-VA SR00067EB | VA 67 EB | Raven Rd | 92 | 92 | Russell County Line | Town of Richlands Corp Bndry | 1.43 | 4000 | G | 0.9287300109863281 | 0.003479999955743551 | 0.00800000037997961 | 0.03545999899506569 | 0.02434000000357628 | 0.0 | F | 0.0955 | F | 0.5217 | 4400 | G | 2024 | ||||||||||||||||
| 92 | 92 | 10360 | R-VA SR00067EB | VA 67 EB | Raven Rd | 92 | 92 | Tazewell County Line | Bus US 460 Front St | 0.18 | 4000 | G | 0.9287300109863281 | 0.003479999955743551 | 0.00800000037997961 | 0.03545999899506569 | 0.02434000000357628 | 0.0 | F | 0.0955 | F | 0.5217 | 4400 | G | 2024 | ||||||||||||||||
| 93 | 93 | 10371 | R-VA SR00067EB | US 460 EB,VA 67 EB | 148 | 92 | SR 67 | Bus US 460 | 1.38 | 16000 | G | 0.9591400027275085 | 0.005419999826699495 | 0.006519999820739031 | 0.01085000019520521 | 0.0181099995970726 | 9.999999747378752e-06 | F | 0.0856 | F | 0.5131 | 17000 | G | 2024 | |||||||||||||||||
| 94 | 94 | 664002 | R-VA SR00067EB | BUS US 460 EB,VA 67 EB | Front St | 148 | 148 | US 460 Riverside Dr | Bus US 460 P, 2nd St | 0.29 | 10000 | G | 0.9746800065040588 | 0.001490000053308904 | 0.006899999920278788 | 0.01023999974131584 | 0.006680000107735395 | 0.0 | C | 0.085 | F | 0.5144 | 11000 | G | 2024 | ||||||||||||||||
| 95 | 95 | 664002 | R-VA SR00067EB | BUS US 460 EB,VA 67 EB | Front St | 148 | 148 | US 460 | US 460 Riverside Dr | 0.01 | 10000 | G | 0.9746800065040588 | 0.001490000053308904 | 0.006899999920278788 | 0.01023999974131584 | 0.006680000107735395 | 0.0 | C | 0.085 | F | 0.5144 | 11000 | G | 2024 | ||||||||||||||||
| 96 | 96 | 664004 | R-VA SR00067EB | BUS US 460 EB,VA 67 EB | Front St | 148 | 148 | BUS US 460 P, 2nd St | SR 67 P Railroad Ave | 0.58 | 4500 | G | 0.9746800065040588 | 0.001490000053308904 | 0.006899999920278788 | 0.01023999974131584 | 0.006680000107735395 | 0.0 | F | 0.0844 | F | 1.0 | 4900 | G | 2024 | 9500 | G | 0.9846900105476379 | 0.001010000007227063 | 0.005530000198632479 | 0.005390000063925982 | 0.003379999892786145 | 0 | F | 0.0859 | F | 1.0 | 10000 | G | ||
| 97 | 97 | 664005 | R-VA SR00067EB | BUS US 460 EB,VA 67 EB | Front St | 148 | 148 | SR 67 P Railroad Ave | SR 67 Norfolk St | 0.04 | 4100 | G | 0.99031001329422 | 0.001180000021122396 | 0.005160000175237656 | 0.001900000032037497 | 0.001449999981559813 | 0.0 | F | 0.0886 | F | 1.0 | 4400 | G | 2024 | ||||||||||||||||
| 98 | 98 | 664010 | R-VA SR00067EB | VA 67 EB | Norfolk St | 148 | 148 | Bus US 460 Front St | 2nd St | 0.04 | 710 | G | 0.9843699932098389 | 0.001949999947100878 | 0.01236999966204166 | 0.001300000003539026 | 0.0 | 0.0 | C | 0.1114 | F | 0.7791 | 760 | G | 2024 | 1300 | G | 0.9322900176048279 | 0.001060000038705766 | 0.01059000007808208 | 0.008050000295042992 | 0.04800999909639359 | 0 | F | 0.1041 | F | 0.9009 | 1400 | G | ||
| 99 | 99 | 664011 | R-VA SR00067EB | VA 67 EB,BUS US 460 | Railroad St | 148 | 148 | Norfolk St | BUS US 460; 001 VA 67 | 0.05 | 2500 | G | 0.8398399949073792 | 0.0003399999986868352 | 0.006839999929070473 | 0.01573999971151352 | 0.1372299939393997 | 0.0 | F | 0.0948 | F | 0.6362 | 2700 | G | 2024 | ||||||||||||||||
| 100 | 100 | 664011 | R-VA SR00067EB | VA 67 EB,BUS US 460 | Railroad St | 148 | 148 | BUS US 460; 001 VA 67 | US 460 | 0.41 | 2500 | G | 0.8398399949073792 | 0.0003399999986868352 | 0.006839999929070473 | 0.01573999971151352 | 0.1372299939393997 | 0.0 | F | 0.0948 | F | 0.6362 | 2700 | G | 2024 |
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CREATE TABLE "tazewell-county" ( [Link ID] INTEGER, [RNS Route Name] TEXT, [Route Label] TEXT, [Route Alias] TEXT, [Physical Jurisdiction] INTEGER, [] INTEGER, [Maintenance Jurisdiction] INTEGER, [Start Label] TEXT, [End Label] TEXT, [Link Length] FLOAT, [AADT] INTEGER, [AADT Quality] TEXT, [Percent 2 and 4 Tire Vehicles] FLOAT, [Percent buses] FLOAT, [Percent Single Unit Trucks 2 Axle] FLOAT, [Percent Single Unit Trucks 3+ Axle] FLOAT, [Percent Combination Trucks 1 Trailer] FLOAT, [Percent Combination Trucks 2+ Trailer] FLOAT, [Vehicle Classification Quality] TEXT, [K Factor] FLOAT, [K Factor Quality] TEXT, [Direction Factor] FLOAT, [AAWDT] INTEGER, [AAWDT Quality] TEXT, [Data Date] TEXT, [Comment] INTEGER, [Parallel Facilities Combined - AADT] INTEGER, [Parallel Facilities Combined - AADT Quality] TEXT, [Parallel Facilities Combined - Percent 2 and 4 Tire Vehicles] FLOAT, [Parallel Facilities Combined - Percent buses] FLOAT, [Parallel Facilities Combined - Percent Single Unit Trucks 2 Axle] FLOAT, [Parallel Facilities Combined - Percent Single Unit Trucks 3+ Axle] FLOAT, [Parallel Facilities Combined - Percent Combination Trucks 1 Trailer] FLOAT, [Parallel Facilities Combined - Percent Combination Trucks 2+ Trailer] INTEGER, [Parallel Facilities Combined - Vehicle Classification Quality] TEXT, [Parallel Facilities Combined - K Factor] FLOAT, [Parallel Facilities Combined - K Factor Quality] TEXT, [Parallel Facilities Combined - Direction Factor] FLOAT, [Parallel Facilities Combined - AAWDT] INTEGER, [Parallel Facilities Combined - AAWDT Quality] TEXT );