ML13239A250
| ML13239A250 | |
| Person / Time | |
|---|---|
| Site: | Browns Ferry  |
| Issue date: | 08/16/2013 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML13239A247 | List: |
| References | |
| Download: ML13239A250 (70) | |
Text
0 ARCADIS Appendix A Geographical Boundaries of ERPAs
Sector/ERPA Geographical Boundaries A Limestone County Beginning at Poplar Creek and the Tennessee River, proceed east on dirt road past Shaw Road 3/4 mile, south on Mack Road to Lawngate Road, east on Lawngate Road, then south on Brownsferry Road. Continue due south to north bank of the Tennessee River.
B Limestone County Follow power line north from Tennessee River to Cowford Road, then to the intersection of Nuclear Plant Road, continue northwest to intersection of Lawngate and Brownsferry Roads, south on Brownsferry Road, then south to the Tennessee River.
F Lawrence County Beginning on County Road 387 (east of Flower Hill), go southeast along the Wheeler Reservation boundary to the shoreline of the south side of the Tennessee River, then go northwest along the shoreline until it meanders back to the point of beginning at County Road 387.
G Lawrence County Beginning at a point on County Road 400 at Flower Hill at intersection of County Road 387, go east on County Road 387 to the south shoreline of the Tennessee River, then go west along the shoreline to the Mallard Creek Bridge (County Road 400). Proceed north on County Road 400 to power line, continue due north from power line to the south shoreline of the Tennessee River, then go east along the shoreline of the Tennessee River as it meanders around the Mallard Creek Public Use Area, and back to the Mallard Creek Bridge on County Road 400.
A Limestone County Follow Petty Branch north to intersection of Friend Road and Fielding Road, north on Fielding to Snake Road, then east on Snake Road. Proceed east-southeast to Grubbs Road, then east on Grubbs, south on Blackburn Road to Ripley Road. Proceed east-southeast on Ripley Road to Brownsferry Road, southwest on Brownsferry Road, west on Lawngate Road, then north on Mack Road 1/2 mile, due west to Poplar Creek and the Tennessee River.
B Limestone County Follow power lines from Tennessee River to Cowford Road, north to the intersection of Nuclear Plant Road, northwest across county to intersection of Lawngate and Brownsferry Road. Proceed northeast on Brownsferry Road to Huntsville-Brownsferry Road, south on Huntsville-Brownsferry Road 1 1/4 miles to Neely Road, south on Neely Road. Continue south on Neely Road and then on Settle Road to the mouth of Mud Creek and the Tennessee River.
E Morgan County Beginning at the intersection of Lawrence County line and State Highway 20, go north along the county line to the Limestone County line on the Tennessee River, east along the county line (on water) to Finley Island Road, south on Finley Island Road to State Highway 20, west on Highway 20 to point of beginning.
F Lawrence County Beginning at Flower Hill on County Road 400 go east on County Road 387 to the Wheeler Reservation boundary, then follow the Wheeler Reservation boundary to the Lawrence-Morgan County line. Follow the Lawrence-Morgan County line south to State Highway 20, then go west on State Highway 20 to County Road 432 to the intersection of County Road 433, then west and north on County Road 433 until it intersects again with State Highway 20. Go west on State Highway 20 to the intersection of County Road 400, then north on County Road 400 to Flower Hill.
G Lawrence County Beginning at Flower Hill proceed south on Mallard Creek Road (County Road 400) to State Highway 20. Go west on State Highway 20 approximately 1 mile to County Road 383, north approximately 3/4 mile to the intersection of County Road 384, then west, north and east along County Road 384. Go back to County Road 383, then north on County Road 383 to the intersection of County Road 387, then west approximately 1 mile on County Road 387 to intersection of County Road 423. Go north and east to the end of County Road 423, then due north to the Lawrence County line on the Tennessee River, then east-southeast along the Lawrence County line to the power line on County Road 400, then south on Mallard Creek Road (County Road 400) back to Flower Hill.
A Limestone County Starting at Elk River Mills Dock, follow 10-mile EPZ to Elk River Mills Road east to Big Creek. Follow secondary road north of Big Creek to Buck Island Road, then south on Buck Island Road to Athens, south on Jefferson Street, southwest on Brownsferry Road to Reid, west 1 mile on Reid Road, then north for 1 1/2 miles on Blackburn Road.
Proceed west on Grubbs Road, then northwest to Snake Road, north on Gordon Road to New Cut Road; follow New Cut Road to Baker Hill Road, then north on Baker Hill Road; follow Elk River Mills Road to the Elk River Mills Dock.
B Limestone County Starting at a point due south of Mud Creek, go north on Neely Road from Bridgeforth
Sector/ERPA Geographical Boundaries Road to Brownsferry Road, northeast on Brownsferry Road to intersection of Jefferson and Washington Streets in Athens, east on Washington Street to Clinton Street. Follow Clinton Street to Highway 72, proceed east on Highway 72 to Highway 31, south on Highway 31 to Highway 20, southeast on Highway 20 to the Tennessee River.
C Morgan County Beginning at Limestone County line and Finley Island Road, go south on Finley Island Road to Woodall Road, south on Woodall Road to State Highway 24, east on Highway 24 to Moulton Street (Highway 24).Go east on Moulton Street to the railroad, north on the railroad to the Tennessee River, northwest on river to Finley Island Road and Limestone County.
D Morgan County Beginning at Woodall Road and Highway 24, go south on Woodall Road (Shady Grove Lane) to Modaus Road, east on Modaus Road to Danville Road, north on Danville Road (Memorial Drive) to Moulton Street, west on Moulton Street (Highway 24) to Woodall Road and Highway 24.
E Morgan County Beginning at intersection of State Highway 20 and Lawrence County line, go south along county line to State Highway 24, then northeast on Highway 24 to Whitlow Road.
Follow Whitlow Road to Hudson Road, go east along Hudson Road to Old Moulton Road, then go northeast on Old Moulton Road to Woodall Road, north on Woodall Road to State Highway 20, west on Highway 20 to Lawrence County line.
F Lawrence County Beginning on State Highway 20 at the Lawrence- Morgan County line, go west on State Highway 20 to County Road 432, then south on 432 to the intersection of County Road 433, then west and north on County Road 433 until it intersects again with State Highway 20. Go west on State Highway 20 to the intersection of County Road 217, then south on County Road 217 to the intersection of County Road 301 at Sulphur Spring.
Follow County Road 301 until the road runs into County Road 299, then follow County Road 299 until road runs into County Road 214; remain on County Road 214 east to Lawrence- Morgan County line, then north along the Lawrence-Morgan County line to the point of beginning on State Highway 20.
G Lawrence County Beginning at the intersection of State Highway 20 and County Road 383, go north on County Road 383 to intersection of County Road 384, then north and east along County Road 384 back to County Road 383. Go north on County Road 383 to the intersection of County Road 387, then west on Brides Hill Road (County Road 387) to State Highway 20, then west on State Highway 20 to the intersection of State Highway 33.
Proceed south on State Highway 33 to the intersection of County Road 222, then east on County Road 222 to the intersection of County Road 294, then follow a line southeast by Blowing Springs Branch to the intersection of County Road 217 at Sulphur Springs. Go north on County Road 217 to State Highway 20, then east on State 20 to point of beginning.
H Lawrence County Beginning at the intersection of Brides Hill Road (County Road 387) in the vicinity of Terry Heights subdivision, go east along County Road 387 5.4 miles to County Road 423, then north to the end of County Road 423. Proceed due north to the Lawrence County line at the Tennessee River, then westerly along the county line to a point due north of the TVA Public Use Area, then south to the Spring Creek Road bridge. Follow Spring Creek Road (County Road 400) south to County Road 389, south on County Road 389 to Jefferson Street, then east on Jefferson Street to State Highway 33, to Terry Heights subdivision.
1 Lauderdale County Beginning at Elk River Bridge at U.S. Highway 72, go west to County Road 77, south on County Road 77 to Barnett Road, south on Barnett Road to curve in the road, then a southwest angle to the intersection of County Road 632 and County Road 91. Go north on County Road 91 to intersection of Longshore Drive, then south on Longshore Drive into Tennessee River to Lauderdale County line. Follow Lauderdale County line east, then north to beginning point at U.S. 72 at Elk River Bridge.
J Lauderdale County Beginning at Elk River Bridge at U.S. Highway 72, go west on U.S. Highway 72 to County Road 70, north on County Road 70 to the intersection of County Road 70 and County Road 566, then east on County Road 566 to Richter Road at Lauderdale County line. Go south on Richter Road following Lauderdale County line into Elk River and then following Lauderdale County line to beginning point at Elk River Bridge at U.S.
Highway 72.
K Limestone County From a point on the Tennessee River and TVA Public Use Area to Elk River State Park go north along the Lauderdale County line to the 10-mile EPZ and Lauderdale County line intersection, along 10-mile EPZ line to the Elk River Mills Dock, south on Elk River Mills Road to Baker Hill Road. Proceed southwest on New Cut Road, south on Gordon
Sector/ERPA Geographical Boundaries Road to Snake Road to Friend Road, south on Friend Road to Friend Branch and the Tennessee River.
0 ARCADIS Appendix B Transient and Special Facility Population Data
Table B-1. Major Employers in Browns Ferry EPZ Pooulation Vehicles Summer Winter Summer Winter
____ ______ _____ .,----------~ ------------------
- DA Weekend Facility Facility Of.
zone Ij 2 weekday J1- Vvt"RII Nu night II , 1l VvtI weekend lU
[weekday V.~~ruayvvtfrnII night
' I I vvItIlU weekend 2 wIt.Uk VVUI weekday1 1 VdunIIv*I l night i _lU weekend
!VccnURd weekday VwKIII nih weekend BROWNS FERRY TVA A-2 978 1 231 1 63 1 978 231 63 978 231 63 978 231 63 3M CO C-10 775 0 0 775 0 0 775 0 0 775 0 0 ASCEND PERFORMANCE MATERIALS C-10 300 30 30 300 30 30 300 30 30 300 30 30 BMSI E-10 50 0 0 50 0 0 50 0 0 50 0 0 BP CHEMICAL CO C-10 500 0 0 500 0 0 500 0 0 500 0 0 CELL PAK INC C-10 50 0 0 50 0 0 50 0 0 50 0 0 CHIPTEC INC C-10 85 15 0 85 15 0 85 15 0 85 15 0 GOBBLE-FITE LUMBER CO C-10 50 15 10 50 15 10 50 15 10 50 15 10 HEXCEL CORP E-5 70 0 0 70 0 0 70 0 0 70 0 0 INTERNATIONAL PAPER CO C-10 78 15 15 78 15 15 78 15 15 78 15 15 LIMESTONE COUNTY HEALTH DEPT B-10 50 0 0 50 0 0 50 0 0 50 0 0 LIMESTONE COUNTY WATER AUTH A-10 35 10 5 35 10 5 35 10 5 35 10 5 MDA MANUFACTURING INC C-10 300 75 75 300 75 75 300 75 75 300 75 75 MONARCH STEEL CO INC C-10 55 15 0 55 15 0 55 15 0 55 15 0 NICHOLS ALUMINUM INC C-10 43 27 27 43 27 27 43 27 27 43 27 27 NORTH AMERICAN FIRE EQUIP CO D-10 65 15 0 65 15 0 65 15 0 65 15 0 NUCOR STEEL C-10 500 100 50 500 100 50 500 100 50 500 100 50 PEPSI BOTTLING GROUP C-10 78 5 5 78 5 5 78 5 5 78 5 5 SIEMENS INDUSTRY INC C-10 60 0 0 60 0 0 60 0 0 60 0 0 STEELCASE INC B-10 350 350 100 350 350 100 350 350 100 350 350 100 TORAY CARBON FIBERS AMERICA D-10 151 30 30 151 30 30 151 30 30 151 30 30 TURNER INDUSTRIES GROUP C-10 125 0 0 125 0 0 125 0 0 125 0 0 TURNER MEDICAL B-10 80 40 0 80 40 0 80 40 0 80 40 0 UNITED LAUNCH ALLIANCE E-5 1000 100 100 1000 100 100 1000 100 100 1000 100 100 VULCAN PLASTICS CORP B-10 25 25 0 25 25 0 25 25 0 25 25 0 WAYNE FARMS LLC D-10 835 25 25 835 25 25 835 25 25 835 25 25 WAYNE FARMS FRESH C-10 300 50 25 300 50 25 300 50 25 300 50 25 WESTWOOD MANUFACTURING B-10 55 0 0 55 0 0 55 0 0 55 0 0 WORTHINGTON STEEL CO C-10 56 15 15 56 15 15 56 15 15 56 15 15 BASF CORP C-10 65 0 0 65 0 0 65 0 0 65 0 0 GAVILON C-10 15 0 0 15 0 0 15 0 0 15 0 0 CALPINE-DECATUR ENERGY C-10 17 3 3 17 3 3 17 3 3 17 3 3 LINEAGE RCS DECATUR C-10 45 35 35 45 35 35 45 35 35 45 35 35 DECATUR TRANSIT, INC C-10 34 8 8 34 8 8 34 8 8 34 8 8 COILPLUS ALABAMA B-10 52 3 18 52 3 18 52 3 18 52 3 18 TRIAD PACKAGING B-10 33 2 0 33 2 0 33 2 0 33 2 0 Page 1 of 3
Table B-2. Recreation Areas and Facilities in Browns Ferry EPZ Population Vehicles Summer Winter Summer Winter Facility ERPA week-day week-night week-end week-day week-night week-end week-day week-night week-end week-day week-night week-end ELK RIVER STATE PARK LODGE K-10 30 30 30 30 30 30 15 15 15 15 15 15 ELK RIVER BOAT RAMPS J-10 130 0 130 130 0 130 65 0 65 65 0 65 ELK RIVER BOAT RAMPS 1-10 80 0 80 80 0 80 40 0 40 40 0 40 ELK RIVER BOAT RAMPS K-10 30 0 30 30 0 30 15 0 15 15 0 15 BAY HILL MARINA K-10 240 156 240 240 156 240 120 72 120 120 72 120 COW FORD RV PARK B-5 144 144 144 144 144 144 72 72 72 72 72 72 SPORTSMANS PARK BOAT RAMP A-10 40 0 40 40 0 40 20 0 20 20 0 20 SWAN CREEK WMA B-10 INGALLS HARBOR MARINA C-10 500 0 500 500 0 500 250 0 250 250 0 250 PIRATES CHEST MARINA C-10 155 30 155 155 30 155 60 10 60 60 10 60 MALLARD-FOX CREEK WMA E-5 MALLARD-FOX CREEK WMA F-2 MALLARD-FOX CREEK WMA F-5 MALLARD-FOX CREEK WMA G-2 MALLARD CREEK REC AREA G-2 441 200 441 220 100 220 176 80 176 88 40 88 MALLARD CREEK REC AREA G-5 __ I__
DECATUR MALL D-10 2100 2800 2800 2100 2800 2800 1125 1500 1500 1125 1500 1500 Table B-3. Hotels and Motels in Browns Ferry EPZ Population Vehicles Summer Winter Summer Winter Facility ERPA week-day week-night week-end week-day week-night week-end week-day week-night week-end week-day week-night week-end HAMPTON INN D-10 182 182 182 182 182 182 91 91 91 91 91 91 MICROTEL INN & SUITES D-10 154 154 154 154 154 154 77 77 77 77 77 77 COURTYARD BY MARRIOTT D-10 218 218 218 218 218 218 109 109 109 109 109 109 HOME-TOWNE SUITES D-10 136 136 136 136 136 136 68 68 68 68 68 68 COMFORT INN & SUITES out 202 202 202 202 202 202 101 101 101 101 101 101 BWRIVER CITY D-l0 118 118 118 118 118 118 59 59 59 _ 59 59 59 AMESON INN D- 10 116 116 116 116 116 116 58 58 58 58 58 58 Page 2 of 3
Table B-4. School Facilities in Browns Ferry EPZ Students+
School ERPA Students Staff Staff Bus Auto (combined)
ATHENS INTERMEDIATE A-10 300 0 40 AUSTIN HIGH D-10 1543 0 700 BENJAMIN DAVIS ELEMENTARY C-10 303 6 20 BIRDIE THORNTON CENTER B-10 74 1a 13 BROOKHILL ELEMENTARY B-10 270 5 25 CLEMENTS HIGH K-10 620 14 225 EAST LAWRENCE ELEMENTARY F-10 454 76 530 8 52 EAST LAWRENCE MIDDLE/HIGH F-10 1063 150 1213 21 87 JAMES L. COWART ELEMENTARY A-10 270 3 25 JULIAN HARRIS ELEMENTARY D-10 488 12 25 LEON SHEFFIELD ELEMENTARY C-10 382 8 20 LIMESTONE COUNTY CAREER/TECH CENTER B-10 350 8 40 TANNER HIGH B-10 1010 16 170 WEST MORGAN ELEMENTARY/MIDDLE/HIGH E-10 1476 11 285 WETLANDS ENVIRONMENTAL LEARNING CENTER E-5 WOODMEADE ELEMENTARY D-10 303 7 20 BLUE SPRINGS ELEMENTARY K-10 575 575 14 50 WEST DECATUR ELEMENTARY D-10 292 7 18 Table B-5. Large Daycare Facilities in Browns Ferry EPZ Children +
Facility ERPA Staff Bus Van Auto Vehicles (combined)
LINSAY LANE CHRISTIAN ACADEMY B-10 115 1 1 15 17 BOYS AND GIRLS CLUB OF ATHENS A-10 128 2 8 10 TANNER HEAD START B-10 67 0 6 6 CENTRAL PARK BAPTIST CHILD CARE D-10 118 1 23 24 DECATUR BAPTIST CHILD CARE D-10 180 3 24 27 FRIENDSHIP LEARNING CENTER A-10 137 1 25 26 KIDS R US D-10 60 1 5 6 LA PETITE ACADEMY D-10 125 2 20 22 LIL PEOPLE DAY SCHOOL E-10 90 1 6 7 NOAH'S ARK CHILD CARE D-10 95 1 15 16 WESLEY STAYAND PLAY D-10 80 1 12 13 BOYS AND GIRLS CLUB OF TANNER B-la 82 1 4 5 STERRS DAYCARE CENTER C-10 36 6 6 Table B-6. Hospitals, Nursing Homes, and Other Special Facilities in Browns Ferry EPZ Facility ERPA Residents Bus WC Van Ambulance Auto COUNTRY COTTAGE D-10 85 5 15 PRESBYTERIAN TOWERS D-10 150 8 50 DECATUR WORK RELEASE CENTER C-10 150 8 20 MORGAN COUNTY SYSTEM OF SERVICES C-10 35 2 15 PARKWAY MEDICAL CENTER D-10 200 10 8 3 100 DECATUR HEALTH & REHAB CENTER D-10 75 4 3 1 20 LIMESTONE HEALTH FACILITY A-la 260 13 6 3 90 DECATUR GEN WEST BEHAVIORAL D-10 139 7 4 2 63 Page 3 of 3
0 ARCADIS Appendix C Population Data Maps
0 ARCADIS Appendix D Roadway Network Map and Data Table
Appendix D Browns Ferry NGS Node Data Table Note: Coordinatesin NAD83 State Plane Alabama West Node # X-Coord Y-Coord Control Type 21 2057047.7 1643085 Two-way stop 22 2057014.6 1643156.8 Two-way stop 27 2133764.2 1689778.5 Signalized - Actuated 28 2133719 1689782 Signalized - Actuated 30 2123465.8 1659607.8 Signalized - Actuated 31 2123456.3 1659691.4 Signalized - Actuated 51 2131506.4 1737513.2 Signalized - Flashing 52 2131563.5 1737513.5 Signalized - Flashing 53 2114110.9 1664674.9 Signalized - Flashing 54 2117468.8 1659486.8 Signalized - Actuated 55 2117515.3 1659555.9 Signalized - Actuated 56 2153692.1 1809834.1 Two-way stop 58 2152941.3 1809636.6 Two-way stop 78 2001194.3 1764113.3 Signalized - Flashing 80 2001203.4 1764022.3 Signalized - Flashing 90 2030201.7 1755143.8 Signalized - Actuated 91 2135250.1 1753475 Signalized - Actuated 92 2135199 1753478.4 Signalized - Actuated 94 2133661.5 1749233.5 Signalized - Actuated 95 2133718.6 1749233.8 Signalized - Actuated 96 2127971.2 1747841.6 Signalized - Actuated 97 2127989.9 1748274.8 Signalized - Actuated 98 2133108.5 1747712.7 Signalized - Actuated 99 2133168.5 1747705.8 Signalized - Actuated 100 2126952 1747541.4 Signalized - Actuated 101 2126959.3 1747876.3 Signalized - Actuated 102 2127958 1747499.4 Signalized - Actuated 104 2078535.7 1745582.4 Two-way stop 105 2132292.2 1745448.1 Signalized - Actuated 106 2132349.2 1745448.4 Signalized - Actuated 111 2129326.3 1742549.6 Signalized - Actuated 112 2129567.1 1742434.4 Signalized - Flashing 114 2131331.1 1741625 Signalized- Actuated 115 2131529.7 1741546 Two-way yield 117 2131995.6 1741450.2 Signalized - Actuated 119 2132220.9 1741433.3 Two-way yield 127 2136396.1 1740655.5 Signalized - Actuated 128 2137048.8 1740451.7 Signalized - Actuated 129 2155524.7 1734275 Signalized - Actuated 130 2179903.8 1728365 Two-way stop 131 2179906.4 1728423.3 Two-way stop 132 2131598.2 1721627.1 Signalized - Actuated Page 1 of 6
Appendix D Browns Ferry NGS Node Data Table Node # X-Coord Y-Coord Control Type 133 2131652.3 1721627.4 Signalized - Actuated 134 2131828.2 1716321.9 Two-way stop 135 2131882.3 1716322.2 Two-way stop 137 2025937.2 1704540.4 Signalized - Actuated 138 2025928.3 1704453 Signalized - Actuated 139 2012781.7 1702593 Two-way stop 140 2029692.6 1701268.7 Two-way stop 141 2029749.6 1701319.8 Two-way stop 142 2033110.3 1697385.3 Two-way stop 143 2033182.4 1697425.5 Two-way stop 144 2062359.5 1691482.3 Two-way stop 145 2062368.3 1691544.2 Two-way yield 146 2068401.9 1691436.1 Two-way stop 147 2068413.7 1691494.4 Two-way stop 148 2133215.6 1684454.6 Two-way yield 155 2109607.3 1680889.1 Signalized - Actuated 157 2109592.4 1675040.5 Two-way yield 161 2109579 1674039.6 Two-way stop 163 2109503.8 1674031.9 Two-way stop 166 2110065.8 1670318.7 Signalized - Actuated 167 2110119.8 1670366.3 Signalized - Actuated 168 2095223.5 1665580.2 Signalized - Actuated 169 2095154 1665627.2 Signalized - Flashing 170 2114737.8 1663507 Signalized - Actuated 173 2127064 1660132.2 Signalized - Flashing 177 2147084.4 1650147.3 Signalized - Actuated 178 2147036.6 1650074.3 Signalized - Actuated 181 2147892.8 1649424.2 Signalized - Actuated 183 2147857 1649365.8 Signalized - Actuated 188 2031178.3 1642711.5 Signalized - Actuated 189 2031235.5 1642744.4 Signalized- Actuated 193 2035064.2 1634473.2 Signalized - Actuated 195 2035097.5 1634396.8 Signalized - Actuated 200 2031181 1634053.4 Signalized - Flashing 202 2031178.2 1633970 Signalized - Flashing 212 2136676.5 1616634.7 Signalized - Flashing 213 2136607.2 1616638 Signalized - Flashing 220 2125803.5 1677373 Signalized - Actuated 221 2091118.8 1666029.2 Two-way stop 222 2106983.7 1680913.4 Signalized - Actuated 223 2101204.9 1624757.6 All-way stop 226 2127999.6 1645910.6 Two-way stop 227 2128053.8 1645921.8 Two-way stop 230 2072930.5 1746457.8 Signalized - Actuated Page 2 of 6
Appendix D Browns Ferry NGS Node Data Table Node # X-Coord Y-Coord Control Type 231 2086443 1744207.5 Two-way stop 232 2083762.7 1744764.9 Two-way stop 233 2088670.5 1754042.9 Two-way stop 234 2091785.4 1754193.8 Two-way stop 236 2117574.8 1753939.2 Signalized - Actuated 237 2133789.5 1695066.9 Signalized - Actuated 238 2133828.6 1695067.1 Signalized - Actuated 242 2081714.4 1764927.3 Two-way stop 246 2102136.6 1743497.8 Two-way stop 247 2133816 1697920.4 Two-way stop 248 2133870.1 1697920.7 Two-way stop 249 2113654.8 1743372.7 Two-way stop 252 2012784.8 1702509.3 Two-way stop 254 2043748.7 1692645.9 Two-way stop 255 2043763.6 1692700.5 Two-way stop 256 2061435.9 1687647.2 Two-way stop 257 2031055.9 1630421.5 Signalized - Flashing 260 2071188.1 1651023.1 Signalized - Actuated 261 2071196.9 1651106.9 Signalized - Actuated 264 2038258.9 1627583.9 Two-way stop 281 2109589.2 1675080.5 Two-way stop 282 2109511.1 1675058.3 Two-way yield 284 2119005.1 1659316.1 Signalized - Actuated 304 2148588.6 1683948.8 Two-way yield 331 2124974.8 1675261.4 Signalized - Actuated 332 2124945.5 1673365.1 All-way stop 344 1991307.5 1669527.9 Two-way stop 346 2130002.3 1659052.2 All-way stop 352 2124209.7 1673645.2 Signalized - Flashing 354 2119654.1 1675329.1 Signalized - Flashing 355 2119265.8 1675338.1 Signalized - Flashing 356 2119168.9 1670020.4 Signalized - Actuated 366 2057502.5 1627637.6 Two-way stop 368 2103185.7 1680969.6 Signalized - Flashing 369 2118201.3 1680682.8 Signalized - Actuated 378 2041204 1634920.3 Signalized - Flashing 379 2041243 1635007.7 Signalized - Flashing 382 2056983.9 1646360.2 Two-way stop 386 2060798.8 1675573.5 Two-way stop 392 1996781 1703032.4 Signalized - Flashing 401 2032661.7 1696267.1 Two-way stop 407 2117454.1 1675361.9 Two-way stop 409 2106664.5 1667726.4 Signalized - Actuated 410 2118122.2 1675350.6 Signalized - Flashing Page 3 of 6
Appendix D Browns Ferry NGS Node Data Table Node # X-Coord Y-Coord Control Type 412 2108347.7 1674146.7 Signalized- Flashing 413 2108357.1 1674066.7 Signalized- Actuated 426 2028760.5 1698268 Two-way stop 434 2103038.7 1671535.1 Signalized - Flashing 435 2087425.4 1659856.7 Two-way stop 436 2087527.8 1659828 Two-way stop 439 2092461.4 1674845.6 Two-way stop 440 2091126.5 1669322.8 Two-way stop 444 2100130.7 1662664.1 Two-way stop 445 2097135.6 1659728.8 Two-way stop 446 2093295.5 1625499.4 All-way stop 449 2120596.1 1616201 Two-way stop 451 2138908.7 1617003.7 Signalized - Flashing 454 2046445.8 1796224.1 Two-way stop 465 2112789.1 1666644.8 Signalized- Actuated 466 2111943.7 1667809 Signalized - Actuated 467 2112732.1 1666593.6 Signalized - Actuated 468 2111889.8 1667761.5 Signalized - Actuated 469 2113701.2 1665368.1 Signalized - Actuated 470 2113641.2 1665324.1 Signalized - Actuated 473 2112881.5 1654151.2 Two-way stop 501 2080898.8 1795248.9 Two-way stop 502 2081611.7 1796962.2 All-way stop 505 2168912.1 1731463.8 Signalized - Flashing 506 2168882.4 1731412.6 Signalized - Flashing 507 2155523.8 1721336.2 All-way stop 515 2164217.7 1815211.5 Signalized - Flashing 516 2164216.2 1814068.6 Signalized - Flashing 520 2128907.5 1749025.8 All-way stop 521 2128018.8 1749046.6 Signalized - Actuated 526 2127874.8 1745628.2 Signalized - Actuated 527 2126862.8 1745662.9 Signalized - Actuated 535 2118234.4 1722009.2 All-way stop 540 2107665.6 1727567.1 Two-way stop 541 2102209.3 1729136.6 Two-way stop 542 2096976.8 1729769 Two-way stop 544 2086334.1 1732105.8 Two-way stop 545 2082424 1732771.4 All-way stop 548 2073139.2 1743423.2 Two-way stop 551 2123601.9 1716507.9 Two-way stop 552 2118302 1716874.2 All-way stop 555 2104889.4 1715678.8 Two-way stop 558 2096893.9 1715330.8 All-way stop 560 2089499.5 1714190.3 Two-way stop Page 4 of 6
Appendix D Browns Ferry NGS Node Data Table Node # X-Coord Y-Coord Control Type 563 2083443.9 1714148.5 Signalized - Flashing 564 2082261.6 1724840.3 Two-way stop 565 2145160.4 1737233.4 Two-way stop 566 2145124.6 1737189.5 Two-way stop 577 2127030.3 1753780.1 Signalized - Actuated 578 2127059.5 1751079.6 Signalized - Actuated 579 2127015.8 1749121.3 All-way stop 582 2127156.2 1742982.1 Signalized- Actuated 583 2091764.7 1743118.7 Two-way stop 585 2097051.5 1743246.3 Two-way stop 586 2107703.4 1743468.4 Two-way stop 589 2118291.4 1745033.2 All-way stop 592 2123629.7 1746752.5 Signalized - Actuated 595 2118285.1 1743271.6 Signalized - Flashing 599 2097119.1 1754139.7 Two-way stop 601 2102413.8 1754082.7 Two-way stop 603 2132052.8 1753599.5 Signalized - Actuated 604 2123611 1748641.4 Signalized - Actuated 607 2118292.9 1753189.4 Signalized - Actuated 609 2112464.9 1759268.1 Signalized - Actuated 611 2102499.9 1770486.6 Two-way stop 618 2086571.6 1762704 Two-way stop 619 2074790.7 1773138.2 Two-way stop 624 2102435.2 1767487.3 Two-way stop 625 2104205.7 1768044.8 Two-way stop 688 2063837.1 1747399.4 Signalized - Actuated 690 2118270.7 1748596.2 All-way stop 695 2131169.6 1748732.2 Signalized - Actuated 698 2059879.9 1747576.4 Two-way stop 699 2081207.4 1744849.8 Signalized- Actuated 709 2123582.8 1744790.6 All-way stop 719 2123618.4 1743123.9 Signalized- Actuated 723 2059920.8 1738030.2 Two-way stop 727 2073145.8 1738073.2 Two-way stop 728 2118320.5 1740993.4 All-way stop 731 2078484.7 1738154.1 Two-way stop 732 2081235.5 1738146 Two-way stop 744 2123588.7 1737810 All-way stop 759 2091587.8 1729051.4 Two-way stop 761 2107621.7 1728615.1 Two-way stop 762 2107074.2 1728121.2 All-way stop 764 2118172.1 1727315.3 Two-way stop 765 2104862.2 1726367.9 Two-way stop 767 2123604.5 1727120.7 Two-way stop Page 5 of 6
Appendix D Browns Ferry NGS Node Data Table Node # X-Coord Y-Coord Control Type 772 2097037.8 1723192.7 Two-way stop 776 2096395.9 1722953.4 Two-way stop 782 2126261.4 1721715.2 All-way stop 783 2127024.7 1721704.6 Two-way stop 807 2030291.1 1704134.1 Two-way stop 808 2046625.1 1704983.4 Two-way stop 848 2073819.2 1675648.6 Two-way stop 872 2125555.1 1677120.5 Signalized - Flashing 875 2120526.9 1675308 Signalized - Actuated 879 2103060.2 1672798.1 All-way stop 883 2094600.5 1670625.4 Two-way stop 899 2124902.5 1670038.5 Signalized - Flashing 900 2123289.5 1669968.3 Two-way stop 927 2103081.8 1665199.1 Two-way stop 952 2078044.7 1660465.6 Two-way stop 953 2071032 1659811.6 All-way stop 955 2092661.9 1661122.3 Two-way stop 961 2113678.4 1659435.7 Signalized - Actuated 963 2116960.5 1659367.9 Signalized - Flashing 964 2071102.7 1655808.6 All-way stop 971 2118920.9 1651381.7 Two-way stop 986 2139421.8 1612599.3 Signalized - Flashing 989 2103063.1 1671451.5 Signalized - Actuated 991 2108575.4 1680891.6 Two-way stop 994 2110284 1669999.4 Two-way stop 995 2110353.1 1670036.2 Two-way stop 996 2119005.6 1659225.1 Signalized - Actuated 1007 2148909.5 1619095.6 Signalized - Flashing 1008 2148984.9 1619096.1 Signalized - Flashing 1011 2042400 1674686.1 Two-way stop 1033 2121903 1674550.6 Signalized - Actuated 1042 2073179.2 1690196.6 Two-way stop 1044 2036541.8 1631284.8 Signalized - Flashing 1062 2105117.5 1673054.7 Two-way stop 1063 2105175 1672989.5 Two-way stop 1091 2121777.5 1743194.5 Signalized - Flashing 1092 2065197.6 1747236.3 Two-way stop 1098 2179861.1 1721165.5 All-way stop Note: Coordinatesin NAD83 State PlaneAlabama West Nodes which reflect changes in roadwayproperties(numberof lanes, speed limit, capacity,etc.) at points along the link are omitted from this list.
Page 6 of 6
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fleohr FFS (mph)
_______________ (mi) Width (ft) LanesRae(h/r 1 15 16 0.011 11 2 Minor Arterial 2800 35 2 17 18 0.011 11 2 Minor Arterial 2800 35 3 16 18 0.069 12 2 Principal Arterial 3600 65 4 19 20 0.012 11 1 Minor Arterial 1300 35 5 23 24 0.011 10 2 Collector/ Local Road 2600 25 6 25 26 0.012 11 2 Minor Arterial 2800 35 7 27 28 0.008 10 1 Collector / Local Road 1300 25 8 30 31 0.016 10 1 Collector /Local Road 1300 25 9 51 52 0.011 10 1 Collector / Local Road 1300 25 10 53 170 0.824 12 2 Principal Arterial 3400 45 11 54 55 0.052 10 1 Collector / Local Road 1300 25 12 57 58 0.021 12 1 Major Arterial 1400 45 13 46 59 0.362 12 1 Ramp 1800 35 14 61 62 0.112 12 1 Major Arterial 1400 45 15 63 64 0.007 12 1 Minor Arterial 1400 40 16 1 43 65 0.456 12 2 Freeway 4000 70 17 66 67 0.14 12 1 Minor Arterial 1400 40 18 64 65 0.214 12 1 Ramp 1800 35 19 44 66 0.277 12 1 Ramp 1800 35 20 69 70 0.071 10 1 Collector / Local Road 1300 25 21 72 73 0.148 12 1 Major Arterial 1400 55 22 72 74 1.104 12 1 Major Arterial 1400 45 23 60 75 0.012 11 1 Minor Arterial 1300 35 24 76 77 0.028 12 1 Collector / Local Road 1300 40 25 76 78 0.0422 12 1 Major Arterial 1400 45 26 78 80 0.017 12 1 Principal Arterial 1700 45 27 80 82 0.03 12 2_ Principal Arterial 3400 55 28 80 83 0.034 12 1 Principal Arterial 1700 45 29 81 83 0.052 12 1 Collector / Local Road 1300 45 30 84 1 85 0.117 12 1 Major Arterial 1400 55 31 29 86 0.015 11 1 Minor Arterial 1300 35 32 71 89 0.483 12 1 Ramp 1800 35 33 91 92 0.01 12 1 Major Arterial 1400 45 34 94 95 0.011 12 1 Major Arterial 1400 50 35 96 97 0.082 11 1 Minor Arterial 1400 30 36 98 99 0.011 12 1 Minor Arterial 1400 40 37 100 101 0.063 11 2 Minor Arterial 2800 30 38 96 102 0.065 11 1 Minor Arterial 1400 30 39 103 105 0.032 12 2 Minor Arterial 2800 40 40 1 105 106 0.011 12 2 Minor Arterial 2800 40 41 108 109 0.042 11 1 Major Arterial 1400 30 42 109 110 0.037 12 1 Collector /Local Road 1300 40 43 108 ill 0.045 12 1 Major Arterial 1400 45 44 110 ill 0.075 12 2 Principal Arterial 3400 45 45 ill 112 0.05 12 2 Principal Arterial 3400 45 46 113 114 0.092 12 2 Principal Arterial 3400 45 47 114 115 0.133 12 2 Principal Arterial 3400 45 48 115 116 0.057 12 2 Principal Arterial 3400 45 49 116 117 0.108 12 2 Principal Arterial 3400 45 50 117 119 0.043 12 2 Principal Arterial 3400 45 51 114 120 0.048 12 1 Ramp ___1900 35 52 113 120 0.112 12 1 Ramp ___1900 35 53 117 121 0.073 12 1 Ramp ___1800 35 54 116 121 0.036 12 1 Ramp ___1800 35 55 121 124 0.089 12 1 11 Ramp ___1800 35 56 122 126 0.115 12 1 2 1 Major Arterial 2800 50 Page 1 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)
______(ml) Width (ft) Lanes Rate (vehlhr) ____
57 120 126 0.129 12 1 Ramp 1900 35 58 87 127 0.252 12 1 Ramp 1900 35 59 127 128 0.129 12 2 Freeway 3800 50 60 40 128 0.833 12 1 Ramp 1900 35 61 132 133 0.01 11 1 Minor Arterial 1400 35 62 134 135 0.01 11 1 Minor Arterial 1300 35 63 137 138 0.017 12 1 Major Arterial 1400 45 64 140 141 0.015 12 1 Minor Arterial 1300 45 65 142 143 0.016 12 1 Principal Arterial 1700 55 66 144 145 0.012 11 1 Minor Arterial 1300 35 67 146 147 0.011 11 1 Minor Arterial 1300 35 68 148 149 0.157 12 1 Principal Arterial 1700 55 69 50 148 0.196 12 1 Collector / Local Road 1300 45 70 148 151 0.036 12 1 Collector/ Local Road 1300 45 71 153 154 0.012 12 1 Major Arterial 1400 45 72 155 1053 0.165 12 2 Major Arterial 3200 45 73 156 157 0.068 12 3 Principal Arterial 5100 45 74 160 161 0.095 12 3 Principal Arterial 5100 45 75 160 164 0.122 12 1 Ramp 1800 35 1 76 166 167 0.014 12 1 Major Arterial 1400 40 77 168 169 0.016 11 1 Major Arterial 1400 35 78 171 173 0.104 12 2 Principal Arterial 3400 45 79 173 174 0.104 12 2 Principal Arterial 3400 40 80 33 175 0.171 12 1 Ramp 1900 35 81 175 176 0.057 12 1 Ramp 1900 35 82 175 177 0.047 12 1 Ramp 1900 35 83 177 178 0.017 12 1 Collector /Local Road 1300 45 84 178 180 0.022 12 1 Ram p 1900 35 85 179 180 0.089 12 1 Ramp 1900 35 86 181 182 0.039 12 1 Ramp 1900 35 87 183 185 0.047 12 2 Principal Arterial 3400 50 88 21 22 0.049 12 1 Minor Arterial 1300 45 89 188 189 0.012 12 1 Principal Arterial 1700 55 90 190 191 0.076 12 1 Collector /Local Road 1300 45 91 194 195 0.04 12 2 Principal Arterial 3400 45 92 191 192 0.055 12 1 Collector / Local Road 1300 45 93 194 196 0.046 12 1 Collector / Local Road 1300 45 94 198 199 0.06 12 1 Collector / Local Road 1300 45 95 198 200 0.16 12 2 Principal Arterial 3400 55 96 199 200 0.093 12 1 Principal Arterial 1700 55 97 200 201 0.094 12 2 Principal Arterial 3400 55 98 199 201 0.045 12 1 Collector /Local Road 1300 45 99 202 203 0.02 1 12 2 Principal Arterial 3400 55 100 200 202 0.052 12 1 Principal Arterial 1700 55 101 201 205 0.046 12 2 Principal Arterial 3400 55 102 202 206 0.109 12 1 Principal Arterial 1700 55 103 204 206 0.175 12 1 Collector/ Local Road 1300 45 104 208 209 0.196 12 1 Ramp 1800 35 1 105 37 208 0.225 1 12 1 Ramp 1800 35 106 212 213 0.013 11 1 Major Arterial 1400 25 107 218 219 0.009 11 1 Minor Arterial 1300 35 108 224 225 0.076 12 2 Principal Arterial 3400 40 109 226 227 0.011 12 1 Minor Arterial 1400 40 110 231 232 0.52 12 2 Principal Arterial 3400 60 ill 233 234 0.589 12 1 Collector /Local Road 1300 50 112 23 25 0.064 12 2 Principal Arterial 3600 60 113 237 238 0.007 10 1 Collector/ Local Road 1300 25 Page 2 of 28
Appendix D Browns Ferry NGS AppedixNetwork Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 114 240 241 0.068 12 1 Collector / Local Road 1300 45 115 245 246 0.045 12 2 Principal Arterial 3400 60 116 247 248 0.01 12 1 Minor Arterial 1400 40 117 250 251 0.02 12 1 Minor Arterial 1400 55 118 191 193 0.046 12 2 Principal Arterial 3400 45 119 190 193 0.041 12 2 Principal Arterial 3400 55 120 193 195 0.016 12 2 Principal Arterial 3400 45 121 195 196 0.032 12 2 Principal Arterial 3400 55 122 139 252 0.016 12 1 Minor Arterial 1400 40 123 254 255 0.011 12 1 Collector/ Local Road 1300 45 124 260 261 0.016 10 1 Collector/ Local Road 1300 35 125 262 263 0.016 10 2 Collector / Local Road 2600 25 126 268 269 0.015 10 2 Collector / Local Road 2600 25 127 161 164 0.042 12 1 Ramp 1800 35 128 164 274 0.197 12 1 Ramp 1800 35 129 49 275 0.241 12 1 Ramp 1800 35 130 275 276 0.027 12 1_ Ramp 1800 35 131 57 276 0.009 12 1 Minor Arterial 1400 40 132 64 67 0.022 12 1 Minor Arterial 1400 40 133 43 277 0.253 12 1 Ramp 1800 35 134 63 278 0.012 12 1 Minor Arterial 1400 40 135 158 280 0.141 12 1 Ramp 1800 35 136 280 281 0.094 12 1 Ramp 1800 35 137 281 282 0.016 12 1 Collector/ Local Road 1300 40 138 157 281 0.007 12 3 Principal Arterial 5100 45 139 156 159 0.088 12 1 Ramp 1900 35 140 157 159 0.043 12 1 Ramp 1900 35 141 151 283 0.168 12 2 Major Arterial 3400 60 142 270 285 0.016 11 2 Minor Arterial 2800 35 143 267 286 0.011 11 2 Minor Arterial 2800 35 144 289 290 0.016 11 2 Minor Arterial 2800 35 145 291 292 0.016 11 2 Minor Arterial 2800 35 146 293 294 0.015 10 2 Collector/ Local Road 2600 25 147 292 294 0.265 12 2 Principal Arterial 3400 65 148 1 2 0.143 12 1 Ramp 1900 35 149 1 3 0.15 12 2 Freeway 4000 65 150 2 4 0.071 12 1 Principal Arterial 1700 45 151 4 5 0.017 12 1 Principal Arterial 1700 45 152 5 6 0.198 12 1 Principal Arterial 1700 45 153 7 8 0.197 12 2 Freeway 4000 65 154 6 8 0.19 12 1 Ramp 1900 35 155 6 9 0.05 12 1 Principal Arterial 1700 45 156 6 7 0.14 12 1 Ramp 1900 35 157 5 10 0.231 12 1 Ramp 1900 3 158 302 303 0.344 12 2 Ramp 3800 70 159 304 305 0.278 12 1 Ramp 1900 55 160 303 309 0.521 12 1 Ramp 1900 55 161 303 310 0.265 12 2 Ramp 3800 70 162 310 312 0.062 12 2 Ramp 3800 70 163 298 313 0.383 12 2 Ramp 3800 70 164 299 301 0.231 12 1 Ramp 1900 55 165 319 320 0.042 12 1 Major Arterial 1400 45 166 320 321 0.045 12 1 Ramp 1800 35 167 319 321 0.028 12 1 Ramp 1800 35 168 297 324 0.023 11 1 Minor Arterial 1300 35 169 324 325 0.039 11 1 Minor Arterial 1300 35 170 323 324 0.031 12 1 Ramp 1800 25 Page 3of28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felow FFS (mph)
___________ _____ (mi) Width (ft) Lanes Rate______r 171 325 326 0.07 12 1 Ramp 1800 25 172 297 326 0.033 12 1 Ramp 1800 35 173 315 327 0.303 12 1 Ramp 1800 35 174 326 328 0.235 12 1 Ramp 1800 35 175 322 328 0.559 12 2 Freeway 3800 60 176 260 290 0.487 12 2 Principal Arterial 3400 65 177 438 439 0.127 11 1 Major Arterial 1400 25 178 465 466 0.272 12 2 Principal Arterial 3400 45 179 53 469 0.153 12 2 Principal Arterial 3400 45 180 336 337 0.153 12 2 Principal Arterial 3400 50 181 353 354 0.078 12 2 Minor Arterial 2800 40 182 354 355 0.073 12 2 Minor Arterial 2800 40 183 170 360 0.758 12 2 Minor Arterial 2800 40 184 170 361 0.401 12 2 Principal Arterial 3400 45 185 364 365 0.066 12 1 Principal Arterial 1700 45 186 369 370 0.032 12 2 Major Arterial 3400 55 187 372 373 0.067 12 2 Major Arterial 3200 45 188 373 374 0.065 1 12 2 Major Arterial 3200 45 189 222 375 0.318 10 1 Collector /Local Road 1300 25 190 21 381 0.917 12 2 Principal Arterial 3400 65 191 395 396 0.354 12 1 Minor Arterial 1300 45 192 394 397 0.127 12 1 Minor Arterial 1300 45 193 398 399 0.031 12 1 Minor Arterial 1300 45 194 413 414 0.025 12 2 Principal Arterial 3400 55 195 446 447 0.035 12 1 Minor Arterial 1300 40 196 459 460 0.179 12 1 Major Arterial 1400 45 197 507 509 1.011 12 1 Major Arterial 1400 45 198 90 488 0.081 12 2 Principal Arterial 3400 45 199 229 598 0.193 12 1 Collector/I Local Road 1300 50 200 599 600 0.496 12 1 Collector/I Local Road 1300 50 201 599 601 1 12 1 Collector/ Local Road 1300 50 202 496 497 0.657 10 1 Collector/ Local Road 1300 25 203 501 502 0.409 10 1 Collector/ Local Road 1300 30 204 503 504 0.5 12 1 Minor Arterial 1400 40 205 571 572 0.096 12 1 Minor Arterial 1400 40 206 512 513 0.05 1 12 1 Major Arterial 1400 45 207 522 523 0.066 12 1 Minor Arterial 1400 40 208 62 528 0.663 12 1 Minor Arterial 1400 40 209 51 531 0.273 12 2 Principal Arterial 3400 50 210 124 533 0.191 12 2 Major Arterial 2800 50 211 537 538 0.046 12 1 Minor Arterial 1400 45 212 539 540 0.661 12 1 Minor Arterial 1400 45 213 541 542 0.999 12 1 Minor Arterial 1400 55 214 543 544 0.8 12 1 Minor Arterial 1400 55 215 550 551 0.482 11 1 Minor Arterial 1300 35 216 552 553 0.004 11 1 Minor Arterial 1300 35 217 555 556 0.542 12 1 Minor Arterial ___1300 45 218 557 558 0.981 12 1 Minor Arterial ___1300 45 219 556 557 0.004 11 1 Minor Arterial ___1300 35 220 560 561 0.196 12 1 Collector! Local Road ___1300 55 221 561 562 0.007 10 1 Collector/ Local Road 1300 25 222 128 569 0.072 12 2 Freeway 3800 50 223 527 581 0.164 11 2 Minor Arterial 2800 30 224 246 584 0.725 12 2 Principal Arterial 3400 60 225 584 585 0.243 12 2 Principal Arterial 3400 60 26 249 587 0.129 12 2 Principal Arterial 3400 55 27 588 589 0.113 12 1 Major Arterial 1400 40 Page 4 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 228 590 591 0.069 12 1 Major Arterial 1400 40 229 594 595 0.093 12 2 Principal Arterial 3400 55 230 608 609 0.175 12 1 Major Arterial 1400 55 231 609 610 0.186 12 1 Major Arterial 1400 55 232 239 616 0.433 10 1 Collector/ Local Road 1300 25 233 618 620 0.375 12 1 Collector /Local Road 1300 40 234 621 622 0.696 12 1 Collector /Local Road 1300 50 235 621 623 0.117 12 1 Collector /Local Road 1300 50 236 515 628 0.059 10 1 Collector /Local Road 1300 25 237 523 629 0.122 12 1 Collector / Local Road 1300 40 238 630 631 0.126 10 1 Collector /Local Road 1300 25 239 634 635 0.521 10 1 Collector / Local Road 1300 25 240 504 642 0.558 10 1 Collector / Local Road 1300 25 241 611 637 0.414 11 1 Minor Arterial 1300 35 242 611 624 0.57 12 1 Minor Arterial 1300 50 243 640 641 1.388 10 1 Collector / Local Road 1300 25 244 519 649 0.08 10 1 Collector / Local Road 1300 25 245 229 666 0.135 10 1 Collector /Local Road 1300 25 246 614 643 0.953 10 1 Collector /Local Road 1300 25 247 647 648 0.027 10 1 Collector / Local Road 1300 25 248 645 651 0.487 10 1 Collector/ Local Road 1300 25 249 648 653 0.28 12 1 Collector / Local Road 1300 50 250 90 654 0.157 10 1 Collector /Local Road 1300 25 251 610 656 0.129 11 1 Minor Arterial 1300 35 252 609 656 0.132 11 1 Minor Arterial 1300 35 253 609 657 0.118 11 1 Minor Arterial 1300 35 254 661 662 0.063 10 1 Collector/ Local Road 1300 25 255 598 666 0.155 10 1 Collector /Local Road 1300 25 256 234 660 0.533 10 1 Collector / Local Road 1300 25 257 669 670 0.514 10 1 Collector /Local Road 1300 25 258 571 695 0.137 10 1 Collector /Local Road 1300 25 259 229 668 0.361 10 1 Collector / Local Road 1300 25 260 599 672 0.571 12 1 Collector /Local Road 1300 45 261 672 673 0.15 10 1 Collector / Local Road 1300 25 262 679 680 0.103 10 1 Collector / Local Road 1300 25 263 694 695 0.077 10 1 Collector / Local Road 1300 30 264 691 696 0.114 10 1 Collector / Local Road 1300 25 265 589 595 0.334 12 1 Collector / Local Road 1300 40 266 682 683 0.21 10 1 Collector / Local Road 1300 25 267 607 684 0.523 12 1 Collector / Local Road 1300 40 268 672 686 0.418 12 1 Collector / Local Road 1300 45 269 684 690 0.349 12 1 Collector / Local Road 1300 40 270 604 692 0.014 10 1 Collector /Local Road 1300 25 271 693 694 0.043 10 1 Collector /Local Road 1300 30 272 696 697 0.086 10 1 Collector / Local Road 1300 25 273 232 700 0.754 11 1 Minor Arterial 1300 35 274 725 735 0.261 10 1 Collector /Local Road 1300 25 275 585 686 1.079 12 1 Collector / Local Road 1300 45 276 232 711 0.507 11 1 Minor Arterial 1300 35 277 588 714 0.192 10 1 Collector/ Local Road 1300 25 278 703 715 0.413 12 1 Collector/ Local Road 1300 45 279 714 716 0.063 10 1 Collector/ Local Road 1300 25 280 704 718 0.495 10 1 Collector/ Local Road 1300 25 281 717 718 0.47 10 1 Collector/ Local Road 1300 25 282 594 714 0.104 10 1 Collector/ Local Road 1300 25 283 585 722 0.533 12 1 Collector/ Local Road 1300 45 284 715 731 0.594 12 1 Collector /Local Road 1300 45 Page 5 of 28
Appendix D Browns Ferry INGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (veh/hr)FF(mh 285 744 746 0.507 10 1 Collector / Local Road 1300 25 286 749 750 0.257 10 1 Collector! Local Road 1300 25 287 740 741 0.01 10 1 Collector /Local Road 1300 25 288 743 744 0.122 10 1 Collector! Local Road 1300 30 289 845 846 0.192 12 1 Collector / Local Road 1300 45 290 771 777 0.631 10 1 Collector / Local Road 1300 25 291 765 778 0.802 12 1 Collector!/ Local Road 1300 45 292 777 778 0.503 10 1 Collector!/ Local Road 1300 25 293 542 754 0.582 12 1 Collector!/ Local Road 1300 45 294 761 762 0.14 12 1 Collector /Local Road 1300 45 295 766 767 0.19 12 1 Collector /Local Road 1300 40 296 769 771 0.006 10 1 Collector /Local Road 1300 25 297 771 772 1.063 12 1 Collector /Local Road 1300 45 298 766 773 0.432 10 1 Collector/ Local Road 1300 25 299 423 774 0.966 10 1 Collector/ Local Road 1300 25 300 509 775 0.123 10 1 Collector! Local Road 1300 25 301 399 423 0.282 12 1 Collector! Local Road 1300 45 302 779 790 0.839 10 1 Collector / Local Road 1300 25 303 791 792 0.505 10 1 Collector / Local Road 1300 25 304 553 794 0.01 10 1 Collector/ Local Road 1300 25 305 538 780 0.509 10 1 Collector! Local Road 1300 25 306 536 781 0.204 10 1 Collector! Local Road 1300 25 307 776 784 0.628 12 1 Collector! Local Road 1300 45 308 786 787 0.667 10 1 Collector! Local Road 1300 25 309 795 796 0.161 10 1 Collector /Local Road 1300 35 310 783 789 0.621 12 1 Collector!/ Local Road 1300 45 311 798 810 0.534 10 1 Collector /Local Road 1300 25 312 842 843 0.08 10 1 Collector /Local Road 1300 25 313 798 799 0.224 10 1 Collector /Local Road 1300 25 314 394 797 0.24 10 1 Collector /Local Road 1300 25 315 794 800 1.033 12 1 Collector / Local Road 1300 45 316 800 801 0.009 10 1 Collector!/ Local Road 1300 25 317 803 804 0.585 10 1 Collector / Local Road 1300 25 318 806 807 0.72 12 1 Collector! Local Road 1300 45 319 811 812 0.902 12 1 Collector!/ Local Road 1300 45 320 814 819 0.398 10 1 Collector /Local Road 1300 25 321 819 822 0.865 10 1 Collector / Local Road 1300 25 322 822 823 0.014 10 1 Collector! Local Road 1300 25 323 826 827 0.183 10 1 Collector! Local Road 1300 25 324 827 828 0.237 10 1 Collector! Local Road 1300 25 325 400 832 0.531 10 1 Collector! Local Road 1300 25 326 498 833 0.419 10 1 Collector! Local Road 1300 25 327 146 834 0.748 10 1 Collector!/ Local Road 1300 35 328 837 838 0.766 10 1 Collector!/ Local Road 1300 25 329 368 858 2.615 10 1 Collector! Local Road 1300 35 330 848 852 0.367 1 12 1 Collector!/ Local Road 1300 45 331 853 856 0.053 10 1 Collector! Local Road 1300 25 332 433 857 0.177 10 1 Collector /Local Road 1300 25 333 857 860 0.109 10 1 Collector /Local Road 1300 25 334 860 862 0.18 10 1 Collector!/ Local Road 1300 25 335 856 864 0.23 10 1 Collector!/ Local Road 1300 25 336 892 893 0.098 12 1 Collector!/ Local Road 1300 40 337 896 908 0.311 10 1 Collector!/ Local Road 1300 25 338 933 948 0.554 10 1 Collector!/ Local Road 1300 25 339 927 950 0.552 12 1 Collector!/ Local Road 1300 40 340 868 871 0.057 10 1 Collector!/ Local Road 1300 25 341 870 873 0.641 10 1 Collector!/ Local Road 1300 25 Page 6 of 28
Appendix D Browns Ferry NIGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) 342 224 871 0.096 10 1 Collector / Local Road 1300 25 343 876 877 0.077 10 1 Collector / Local Road 1300 25 344 405 880 0.268 10 1 Collector / Local Road 1300 25 345 854 888 1.464 10 1 Collector / Local Road 1300 25 346 440 889 0.074 12 1 Collector / Local Road 1300 45 347 890 891 0.704 10 1 Collector / Local Road 1300 25 348 408 898 0.208 10 1 Collector / Local Road 1300 25 349 889 901 0.34 10 1 Collector /Local Road 1300 25 350 909 914 0.076 10 1 Collector /Local Road 1300 25 351 913 914 0.29 10 1 Collector /Local Road 1300 25 352 913 916 0.09 10 1 Collector /Local Road 1300 25 353 911 917 0.111 10 1 Collector /Local Road 1300 25 354 221 920 0.373 10 1 Collector /Local Road 1300 25 355 465 916 0.157 10 1 1Collector /Local Road 1300 25 356 359 945 0.103 10 1 Collector /Local Road 1300 25 357 925 926 0.36 10 1 Collector / Local Road 1300 25 358 923 928 0.106 10 1 Collector /Local Road 1300 25 359 916 931 0.253 10 1 Collector /Local Road 1300 25 360 931 932 0.07 10 1 Collector /Local Road 1300 25 361 469 932 0.057 10 1 Collector /Local Road 1300 25 362 921 934 0.26 10 1 Collector / Local Road 1300 25 363 937 938 0.152 10 1 Collector /Local Road 1300 25 364 939 940 0.219 10 1 Collector /Local Road 1300 25 365 949 954 0.229 10 1 Collector / Local Road 1300 25 366 950 951 0.483 10 1 Collector / Local Road 1300 25 367 961 962 0.08 12 2 Collector / Local Road 2600 40 368 951 959 0.536 10 1 Collector / Local Road 1300 25 369 959 960 0.495 12 1 Collector / Local Road 1300 40 370 54 963 0.102 12 1 Minor Arterial 1400 40 371 964 965 0.186 12 1 Collector/ Local Road 1300 45 372 978 979 0.008 10 1 Collector/ Local Road 1300 25 373 341 342 0.012 12 1 Collector/ Local Road 1300 40 374 986 987 0.212 10 1 Collector/ Local Road 1300 25 375 492 493 0.012 10 1 Collector /Local Road 1300 25 376 417 418 0.015 10 1 Collector /Local Road 1300 25 377 415 416 0.018 10 1 Collector/ Local Road 1300 25 378 380 381 0.019 10 1 Collector / Local Road 1300 25 379 378 379 0.018 12 1 Collector / Local Road 1300 45 380 389 390 0.016 10 1 Collector / Local Road 1300 25 381 390 958 0.257 10 1 Collector / Local Road 1300 25 382 168 933 0.279 10 1 Collector/ Local Road 1300 35 383 434 989 0.017 12 1 Collector/ Local Road 1300 40 384 413 898 0.729 10 1 Collector /Local Road 1300 25 385 412 413 0.016 10 1 Collector /Local Road 1300 25 386 410 866 0.226 12 1 Collector/ Local Road 1300 40 387 855 991 2.108 10 1 Collector/ Local Road 1300 25 388 992 993 0.011 10 1 Collector / Local Road 1300 25 389 841 993 0.221 10 1 Collector/ Local Road 1300 25 390 994 995 0.015 12 1 Collector/ Local Road 1300 40 391 468 912 0.168 10 1_ Collector/ Local Road 1300 25 392 466 468 0.014 10 1 Collector /Local Road 1300 25 393 467 924 0.162 10 1 Collector /Local Road 1300 25 394 465 467 0.014 10 1 Collector / Local Road 1300 25 395 469 470 0.014 10 1 Collector /_Local Road 1300 25 396 337 339 0.009 10 1 Collector /Local Road 1300 35 397 284 996 0.017 12 1 1Collector /Local Road 1300 40 398 997 998 0.011 10 ___1 1_ Collector / Local Road 1300 25 Page 7 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FS(mh 399 530 999 0.01 10 1 Collector / Local Road 1300 25 400 1001 1002 0.012 10 1 Collector /Local Road 1300 25 401 565 566 0.011 11 1 Minor Arterial 1300 35 402 505 506 0.011 11 1 Minor Arterial 1300 35 403 399 1003 0.226 11 1 Minor Arterial 1300 35 404 423 1003 0.055 11 1 Minor Arterial 1300 35 405 785 1004 0.193 10 1 Collector/ Local Road 1300 25 406 435 436 0.02 12 1 Collector/ Local Road 1300 45 407 37 1008 0.221 12 2 Freeway 4000 65 408 540 763 0.978 1 12 1 Collector / Local Road 1300 45 409 189 1045 0.487 12 2 Principal Arterial 3400 55 410 877 891 0.184 10 1 Collector /Local Road 1300 25 411 893 903 0.191 10 1 Collector /Local Road 1300 25 412 892 894 0.193 12 1 Collector /Local Road 1300 40 413 867 879 0.546 12 1 Collector /Local Road 1300 40 414 864 865 0.234 1 10 1 Collector /Local Road 1300 25 415 863 864 0.209 10 1 Collector / Local Road 1300 25 416 386 844 0.843 12 1 Collector /Local Road 1300 45 417 395 1016 1.056 10 1 Collector /Local Road 1300 25 418 815 1017 0.79 10 1 Collector /Local Road 1300 25 419 808 1017 0.283 12 1 Collector /Local Road 1300 45 420 1017 1018 0.613 12 1 Collector / Local Road 1300 45 421 16 831 0.295 10 1 Collector /Local Road 1300 25 422 797 802 0.339 10 1 Collector / Local Road 1300 25 423 799 809 0.792 10 1 Collector /Local Road 1300 25 424 786 1021 1.214 10 1 Collector /Local Road 1300 25 425 550 1023 0.383 10 1 Collector /Local Road 1300 25 426 774 787 1.009 10 1 Collector / Local Road 1300 25 427 535 793 0.505 12 1 Collector / Local Road 1300 45 428 1024 1025 0.844 10 1 Collector / Local Road 1300 25 429 539 1026 0.478 10 1 Collector / Local Road 1300 25 430 766 770 0.231 12 1 Collector / Local Road 1300 40 431 733 736 0.496 10 1 Collector / Local Road 1300 25 432 674 687 0.37 10 1 Collector / Local Road 1300 25 433 669 671 0.678 10 1 Collector / Local Road 1300 25 434 689 1030 0.657 10 1 Collector / Local Road 1300 25 435 602 689 1 10 1 Collector / Local Road 1300 25 436 651 662 0.636 10 1 Collector / Local Road 1300 25 437 640 650 0.709 10 1 Collector / Local Road 1300 25 438 222 991 0.3 12 2 Principal Arterial 3600 55 439 332 1068 0.127 11 2 Minor Arterial 2800 35 440 352 1068 0.022 12 1 Minor Arterial 1400 40 441 162 166 0.641 12 3 Principal Arterial 5100 45 442 208 210 0.089 1 12 1 Major Arterial 1400 45 443 408 409 0.42 12 1 Minor Arterial 1300 40 444 586 587 0.996 12 2 1 Principal Arterial 3400 60 445 544 545 0.757 12 1 Minor Arterial 1400 55 446 233 598 0.255 12 1 Collector/ Local Road 1300 50 447 233 659 0.539 12 1 Minor Arterial 1300 45 448 104 499 0.533 12 2 Principal Arterial 3400 60 449 496 641 0.081 10 1 Collector/ Local Road 1300 25 450 214 1037 0.034 12 1 Major Arterial 1400 45 451 214 1038 0.033 12 2 Principal Arterial 3400 45 452 1037 1038 0.02 12 1 Collector / Local Road 1300 40 453 377 11011 0.982 12 1 Principal Arterial 1700 55 454 416 418 0.318 12 2 Principal Arterial 3400 65 455 19 1042 0.792 12 2 Principal Arterial 3600 65 Page 8 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)FF(mh 456 20 147 0.15 12 2 Principal Arterial 3600 65 457 1014 1043 0.011 10 1 Collector/ LocaliRoad 1300 25 458 107 1047 0.244 12 1 Principal Arterial 1700 45 459 426 1049 0.132 12 1_ Major Arterial 1400 45 460 211 1007 0.202 12 2 Freeway 4000 70 461 153 431 0.024 12 2 Principal Arterial 3600 65 462 1050 1051 0.011 10 1 Collector /Local Road 1300 25 463 1051 1052 0.073 10 1 Collector /Local Road 1300 25 464 370 1054 0.188 12 2 Principal Arterial 3600 55 465 369 1032 0.261 12 2 Major Arterial 3400 55 466 220 330 0.035 12 2 Principal Arterial 3600 45 467 220 1057 0.039 12 2 Principal Arterial 3400 45 468 872 1057 0.03 1 12 2 Principal Arterial 3400 40 469 403 1059 0.47 12 3 Principal Arterial 5100 45 470 1058 1059 0.014 10 1 Collector /Local Road 1300 25 471 281 1060 0.106 12 3 Principal Arterial 5100 45 472 280 1060 0.157 12 1 Ramp 1800 35 473 166 994 0.073 12 2 Principal Arterial 3400 45 474 995 1061 0.037 12 1 Collector /Local Road 1300 40 475 172 173 0.088 12 4 Principal Arterial 6800 40 476 412 1062 0.647 12 2 Principal Arterial 3400 55 477 1064 1065 0.015 10 1 Collector /Local Road 1300 25 478 411 1066 0.041 12 1 Minor Arterial 1400 50 479 433 862 0.106 11 1 Major Arterial 1400 25 480 439 862 0.161 11 1 Major Arterial 1400 25 481 440 884 0.219 11 1 Major Arterial 1400 25 482 1062 1063 0.017 12 1_ Collector /Local Road 1300 40 483 406 1069 0.066 12 1 Major Arterial 1400 40 484 935 936 0.009 10 1 Collector/ Local Road 1300 25 485 900 1072 0.093 12 2 Collector/ Local Road 2600 40 486 936 1071 0.227 12 1 2 Collector/ Local Road 2600 40 487 881 1073 0.442 12 2 Collector/ Local Road 2600 40 488 698 1093 0.652 12 2 Principal Arterial 3400 55 489 676 1029 0.014 10 1 Collector /Local Road 1300 25 490 48 1111 1.103 12 2 Freeway 4000 70 491 42 89 0.645 12 1 Ramp 1800 35 492 279 1036 0.892 12 1 Ramp 1800 35 493 59 1079 0.016 12 1 Ramp 1800 35 494 58 1079 0.129 12 1 Major Arterial 1400 45 495 56 1079 0.018 12 1 Major Arterial 1400 45 496 92 1080 0.058 12 2 Major Arterial 2800 45 497 92 1081 0.047 12 2 Major Arterial 2800 45 498 1080 1081 0.07 12 1 Collector/ Local Road 1300 40 499 95 1082 0.039 12 1 Major Arterial 1400 50 500 95 1083 0.035 12 2 Major Arterial 2800 45 501 1082 1083 0.038 12 1 Collector /Local Road 1300 40 502 541 762 0.94 12 1 Minor Arterial 1400 55 503 540 762 0.156 12 1 Minor Arterial 1400 45 504 782 1096 0.085 11 1 Minor Arterial 1400 35 505 134 1084 0.144 12 2 Principal Arterial 3400 60 506 998 1085 0.324 12 2 Principal Arterial 3400 65 507 238 248 0.542 12 2 Principal Arterial 3400 65 508 27 238 1.004 12 2 Principal Arterial 3400 55 509 150 1088 0.285 12 1 Major Arterial 1700 60 510 627 1089 0.056 12 2 Principal Arterial 3600 55 511 1087 1090 0.889 12 2 Principal Arterial 3600 55 512 232 699 0.484 12 2 Principal Arterial 1 3400 60 Page 9 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 513 104 699 0.525 12 2 Principal Arterial 3400 60 514 685 1092 0.249 12 2 Principal Arterial 3400 55 515 1029 1094 0.29 12 2 Principal Arterial 3400 60 516 230 548 0.59 11 1 Minor Arterial 1400 35 517 547 727 0.808 12 1 Minor Arterial 1400 40 518 74 85 1.226 12 1 Major Arterial 1400 45 519 513 1099 0.067 12 1 Major Arterial 1400 45 520 512 1099 0.032 12 1 Major Arterial 1400 45 521 1101 1102 0.02 12 1 Collector/ LocaliRoad 1300 40 522 1102 1103 0.025 1 11 1 Minor Arterial 1400 25 523 1101 1103 0.037 12 1 Collector/ Local Road 1300 40 524 62 501 0.112 12 1 Major Arterial 1400 45 525 1035 1106 0.385 12 1 Major Arterial 1400 45 526 592 1107 0.114 11 1 Major Arterial 1400 30 527 106 525 0.139 12 2 Minor Arterial 2800 40 528 455 458 0.823 12 1 Major Arterial 1400 45 529 558 796 0.179 11 1 Minor Arterial 1300 35 530 234 600 0.512 12 1 Collector / Local Road 1300 50 531 562 563 0.94 12 -1 Collector / Local Road 1300 55 532 553 554 1.519 12 1 Minor Arterial 1300 45 533 425 807 1.639 12 1 Minor Arterial 1300 45 534 386 387 1.752 12 1 Minor Arterial 1300 45 535 22 382 2.005 12 1 Minor Arterial 1300 45 536 989 1063 0.495 12 2 Principal Arterial 3400 55 537 829 831 0.814 10 1 Collector /Local Road 1300 25 538 816 817 0.83 12 1 Collector /Local Road 1300 45 539 808 818 1.134 12 1 Collector /Local Road 1300 45 540 943 944 0.068 10 1 Collector / Local Road 1300 25 541 432 863 0.455 10 1 Collector /Local Road 1300 25 542 397 1108 0.984 10 1 Collector / Local Road 1300 25 543 800 1020 0.834 10 1 Collector / Local Road 1300 25 544 556 1109 0.977 10 1 Collector / Local Road 1300 25 545 558 785 0.669 10 1 Collector / Local Road 1300 35 546 555 778 1.228 12 1 Collector / Local Road 1300 45 547 772 776 0.13 12 1 Collector / Local Road 1300 45 548 731 732 0.52 12 1 Collector / Local Road 1300 45 549 1 701 1092 0.58 1 10 1 Collector /Local Road 1300 25 550 658 1120 0.049 10 1 Collector /Local Road 1300 25 551 742 1112 0.06 10 1 Collector /Local Road 1300 25 552 544 1115 0.369 11 1 Minor Arterial 1300 35 553 738 1117 0.179 12 1 Collector /Local Road 1300 45 554 734 1117 0.012 10 1 Collector /Local Road 1300 25 555 686 1119 0.232 10 1 Collector /Local Road 1300 25 556 825 1125 0.199 12 1 Collector/ Local Road 1300 45 557 1125 1126 0.245 10 1 Collector /Local Road 1300 25 558 1129 1130 0.254 10 1 Collector/ Local Road 1300 25 559 890 1129 0.209 10 1 Collector/ Local Road 1300 25 560 1127 1128 0.144 10 1 Collector/ Local Road 1300 25 561 910 918 0.078 1 10 1 Collector/ Local Road 1300 25 562 255 1135 1.705 12 2 Principal Arterial 3600 65 563 1018 1138 0.98 10 1 Collector/ Local Road 1300 25 564 787 1139 0.82 10 1 Collector /Local Road 1300 25 565 424 1139 0.987 10 1 Collector / Local Road 1300 25 566 548 1141 0.287 10 1 Collector /Local Road 1300 25 567 423 11143 1.64 12 1 Minor Arterial 1300 45 568 398 1144 0.105 10 1 1Collector / Local Road 1300 25 1 569 824 1146 0.503 10 1 1Collector / Local Road 1300 25 Page 10 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) ____
570 730 1147 0.208 11 1 Minor Arterial 1300 35 571 570 1148 0.029 10 1 Collector / Local Road 1300 25 572 738 1149 0.212 10 1 Collector / Local Road 1300 25 573 845 1150 0.305 10 1 Collector / Local Road 1300 25 574 155 1152 0.843 12 2 Collector / Local Road 2600 40 575 129 1153 0.647 12 2 Freeway 3800 60 576 155 1056 0.171 12 2 Principal Arterial 3600 55 577 368 1154 2.302 12 2 Principal Arterial 3600 55 578 1050 1154 0.142 12 2 Principal Arterial 3600 55 1 579 1134 1135 0.042 12 1 Major Arterial 1400 45 580 1054 1055 0.034 12 1 Principal Arterial 1800 25 581 608 657 0.427 10 1 Collector / Local Road 1300 25 582 709 719 1.036 10 1 Collector /Local Road 1300 30 583 592 709 1.219 10 1 Collector/I Local Road 1300 30 584 3 10 0.254 12 2 Freeway 4000 65 585 8 12 1.265 12 2 Freeway 4000 65 586 10 1110 1.387 12 2 Freeway 4000 65 587 9 14 2.302 12 1 Principal Arterial 1700 45 588 33 35 0.52 12 2 Freeway 4000 70 589 38 412 0.266 12 2 Principal Arterial 3400 55 590 44 45 0.474 12 2 Freeway 4000 70 591 45 46 3.35 12 2 Freeway 4000 70 592 46 48 0.574 12 2 Freeway 4000 70 593 98 571 0.366 12 1 Minor Arterial 1400 40 594 676 1095 0.597 12 2 Principal Arterial 3400 60 595 104 229 2.595 12 1 Collector/ Local Road 1300 45 596 142 401 0.245 12 1 Principal Arterial 1700 55 597 187 188 0.487 12 2 Principal Arterial 3400 55 598 236 607 0.197 12 1 Minor Arterial 1400 40 599 620 622 0.92 10 1 Collector/I Local Road 1300 30 600 243 244 0.325 12- 1 Collector/I Local Road 1300 55 601 271 487 0.301 12 2 Principal Arterial 3400 55 602 93 107 1.741 12 1 Principal Arterial 1700 45 603 297 319 0.143 1 12 1 Major Arterial 1400 45 604 306 307 0.32 12 2 Freeway 3800 60 605 295 315 4.167 12 2 Freeway 3800 60 606 322 323 0.295 12 1 Ramp 1800 35 607 325 329 0.106 11 1 Minor Arterial 1300 35 608 305 311 0.066 12 2 Freeway 3800 60 609 309 322 0.585 12 2 Freeway 3800 60 610 315 318 0.62 12 2 Freeway 3800 60 611 302 313 1.381 12 2 Freeway 4000 70 612 225 872 0.107 12 2 Principal Arterial 3400 40 613 224 331 0.21 12 2 Principal Arterial 3400 40 614 331 332 0.36 12 2 Principal Arterial 3400 40 615 332 899 0.631 12 2 Principal Arterial 3400 40 616 174 333 2.465 12 2 Principal Arterial 3400 50 617 219 336 0.785 12 2 Principal Arterial 3400 45 618 212 219 0.271 12 2 Principal Arterial 3400 45 619 257 345 0.555 12 1 Principal Arterial 1700 45 620 206 257 0.909 12 1 Principal Arterial 1700 30 621 176 1076 0.135 12 2 Principal Arterial 3400 55 622 173 346 1.574 12 2 Principal Arterial 3400 45 623 188 347 0.193 12 2 Principal Arterial 3400 45 624 205 348 0.957 12 2 Principal Arterial 3400 65 625 264 345 1.37 11 1 1 Minor Arterial 1300 35 626 264 350 11.118 12 2 1 Minor Arterial 2600 45 Page 11 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flaw F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) ____
627 353 875 0.086 11 2 Minor Arterial 2800 35 628 356 357 0.476 12 2 Minor Arterial 2800 40 629 358 359 0.222 12 2 Minor Arterial 2800 40 630 359 360 0.173 12 2 Minor Arterial 2800 40 631 32 302 5.808 12 2 Freeway 4000 70 632 185 363 0.232 12 2 Principal Arterial 3400 50 633 350 366 2.518 12 1 Minor Arterial 1300 45 634 258 366 2.765 12 1 Minor Arterial 1300 45 635 371 374 0.141 12 2 Major Arterial 3200 45 636 372 990 0.292 1 12 2 Major Arterial 3200 45 637 375 376 0.351 10 1 Collector / Local Road 1300 25 638 194 1044 0.611 12 2 Principal Arterial 3400 45 639 192 198 0.653 12 2 Principal Arterial 3400 55 640 377 1040 1.308 12 1 Principal Arterial 1700 55 641 196 378 1.126 12 2_ Principal Arterial 3400 55 642 22 263 4.165 12 2 Principal Arterial 3400 65 643 21 366 3.031 12 1 Minor Arterial 1300 45 644 383 384 0.334 12 1 Minor Arterial 1300 45 645 383 38 5 1.078 12 1 Minor Arterial 1300 45 646 385 386 0.94 12 1 Minor Arterial ___1300 45 647 1 387 388 0.258 11 1 Minor Arterial 1300 35 648 256 388 0.299 11 1 Minor Arterial 1300 35 649 144 256 0.753 12 1 Minor Arterial 1300 45 650 258 259 2.912 12 1 Minor Arterial 1300 45 651 259 367 .1.437 12 1 Minor Arterial 1300 45 652 389 436 1.032 12 2 Principal Arterial 3400 65 653 1 291 389 1.118 12 2 Principal Arterial 3400 65 654 222 368 1.886 12 2 Principal Arterial 3600 55 655 147 393 1.122 12 1 Minor Arterial 1300 45 656 393 395 1.209 12 1 Minor Arterial 1300 45 657 396 397 1.149 12 1 Minor Arterial 1300 45 658 394 398 2.603 12 1 Minor Arterial 1300 45 659 400 401 2.222 12 1 Principal Arterial 1700 55 660 402 1053 0.955 12 2 Principal Arterial 3400 45 661 167 404 0.715 12 1 Major Arterial 1400 40 662 404 405 0.216 12 1 Major Arterial 1400 40 663 405 406 0.225 12 1 Major Arterial 1400 40 664 407 1069 0.469 11 1 Major Arterial 1400 30 665 407 410 0.126 12 2 Minor Arterial 2800 40 666 166 408 0.391 12 1 Minor Arterial 1300 40 667 409 1132 0.165 12 1 Minor Arterial 1300 40 668 355 410 0.216 12 2 Minor Arterial 2800 40 669 381 416 0.503 12 2 Principal Arterial 3400 65 670 261 417 1.356 12 2 Principal Arterial 3400 65 671 290 293 0.608 12 2 Principal Arterial 3400 65 672 392 419 0.233 1 12 1 Principal Arterial 1700 25 673 419 420 0.259 12 1 Principal Arterial 1700 35 674 1 83 421 0.469 12 1 Principal Arterial 1700 45 675 137 1022 1.57 12 1 Major Arterial 1400 45 676 422 424 3.048 12 1 Minor Arterial 1300 45 677 424 1143 1.048 12 1 Minor Arterial 1300 45 678 141 807 0.555 12 1 Minor Arterial 1300 45 679 140 426 0.621 1 12 1 Minor Arterial 1300 45 680 1 392 427 1.007 12 2 Major Arterial 3200 45 681 137 139 2.546 12 2 Principal Arterial 3600 65 682 253 429 0.219 11 1 11 Major Arterial 1400 1 35 683 432 433 0.041 11 1 11 Major Arterial 1400 1 25 Page 12 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (veh/hr) _____
684 153 437 0.926 12 1 Major Arterial 1400 40 685 438 884 0.776 11 1 Major Arterial 1400 25 686 221 440 0.624 12 1 Major Arterial 1400 45 687 169 441 0.034 11 1 Major Arterial 1400 35 688 367 443 1.431 12 1 Minor Arterial 1300 40 689 444 927 0.749 12 1 Minor Arterial 1300 40 690 443 445 2.588 12 1 Minor Arterial 1300 40 691 444 445 0.804 12 1 Minor Arterial 1300 40 692 450 1078 0.208 11 1 Major Arterial 1400 35 693 1 213 450 0.167 11 1 Major Arterial 1400 25 694 212 451 0.436 11 1 Major Arterial 1400 25 695 451 452 0.389 11 1 Major Arterial 1400 25 696 452 1077 0.364 11 1 Major Arterial 1400 35 697 453 454 2.515 11 2 Minor Arterial 2800 35 698 454 455 0.539 12 1 Major Arterial 1400 45 699 458 460 0.213 12 1 Major Arterial 1400 55 700 464 471 5.424 11 1 Minor Arterial 1300 35 701 266 471 3.288 11 1 Minor Arterial 1300 35 702 68 471 3.669 11 1 Minor Arterial 1300 35 703 68 459 0.574 12 1 Major Arterial 1400 45 704 170 472 0.588 12 -2 Minor Arterial 2800 40 705 68 476 0.546 12 1 Major Arterial 1400 45 706 476 477 2.106 12 1_ Major Arterial 1400 55 707 477 478 1.568 12 1 Major Arterial 1400 55 708 478 479 1.642 12 1 Major Arterial 1400 55 709 479 480 0.484 11 1 Major Arterial 1400 35 710 90 480 0.609 11 1 Major Arterial 1400 35 711 480 481 0.751 11 1 Minor Arterial 1300 35 712 481 482 2.687 11 1 Minor Arterial 1300 35 713 86 471 5.379 11 1 Minor Arterial 1300 35 714 82 486 0.481 12 2 Principal Arterial 3400 55 1 715 1 86 485 2.644 12 2 Principal Arterial 3400 65 716 488 489 0.404 12 2 Principal Arterial 3400 45 717 489 490 0.311 12 2 Principal Arterial 3400 55 718 265 490 1.321 12 2 Principal Arterial 3400 55 719 226 228 0.246 12 1 Minor Arterial 1400 40 720 60 288 0.637 12 2 Principal Arterial 3400 4 721 269 270 0.341 12 2 Principal Arterial 3400 65 722 484 641 0.914 10 1 Collector /Local Road 1300 25 723 69 497 1.042 10 1 Collector / Local Road 1300 25 724 41 308 10.466 12 2 Freeway 4000 70 725 549 550 0.507 11 1 Minor Arterial 1300 35 726 230 499 0.551 12 2 Principal Arterial 3400 60 727 273 500 2.783 11 1 Minor Arterial 1300 35 728 272 500 1.284 11 1 Minor Arterial 1300 35 729 69 272 2.15 11 1 Minor Arterial 1300 35 730 73 504 0.828 12 1 Minor Arterial 1400 40 731 1 131 505 2.223 12 2 Fre ew aM y 3800 60 732 505 508 1.832 12 2 Freeway 3800 60 733 507 824 4.03 12 1 Major Arterial 1400 45 734 515 516 0.217 12 1 Major Arterial 1400 45 735 72 85 1.707 1 12 1 Major Arterial 1400 55 736 520 521 0.168 11 1 Minor Arterial 1400 30 737 1 97 521 0.146 11 1 Minor Arterial 1400 30 738 276 523 1.808 12 1 Minor Arterial 1400 40 739 56 1099 1.185 12 1 Major Arterial 1400 45 740 526 527 0.19 12 1 Minor Arterial 1400 40 Page 13 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)
_____ ______ (mi) Width (ft) Lanes Rate________
741 248 529 4.463 12 1 Minor Arterial 1400 40 742 132 134 1.009 12 2 Principal Arterial 3400 60 743 105 534 0.611 12 2 Major Arterial 2800 45 744 535 1096 1.433 12 1 Minor Arterial 1400 45 745 535 536 1.156 12 1_ Minor Arterial 1400 45 746 545 546 0.497 12 1 Collector / Local Road 1300 55 747 547 1140 0.424 12 1 Minor Arterial 1400 40 748 134 549 0.567 11 1 Minor Arterial 1300 35 749 551 552 1.009 12 1 Minor Arterial 1300 45 750 554 555 1.118 12 1 Minor Arterial 1300 45 751 559 795 1.085 12 1 Collector/I Local Road 1300 55 752 559 560 0.404 12 1 Collector / Local Road 1300 45 753 243 563 0.817 12 1 Collector /Local Road 1300 55 754 244 564 0.951 12 1 Collector /Local Road 1300 55 755 546 564 1.009 12 1 Collector/ Local Road 1300 55 756 566 1153 3.814 12 2 Freeway 3800 60 757 112 113 0.276 12 2 Principal Arterial 3400 45 758 109 570 0.405 11 1 Major Arterial 1400 30 759 526 570 0.179 11 1 Major Arterial 1400 30 760 102 526 0.356 11 1 Major Arterial 1400 30 761 97 572 0.515 12 1 Minor Arterial 1400 40 762 573 1102 0.232 11 1 Minor Arterial 1400 25 763 251 573 0.661 12 1_ Minor Arterial 1400 40 764 574 575 3.724 12 1 Major Arterial 1400 55 765 575 576 0.907 12 1 Major Arterial 1400 55 766 577 578 0.514 11 1 Minor Arterial 1400 30 767 101 579 0.237 1 11 2 Minor Arterial 2800 30 768 100 580 0.157 11 2 Minor Arterial 2800 30 769 527 580 0.2 11 2 Minor Arterial 2800 30 770 581 582 0.357 11 2 Minor Arterial 2800 30 771 245 586 1.006 12 2 Principal Arterial 3400 60 772 249 588 1.846 12 1 Major Arterial 1400 40 773 100 593 0.326 11 1 Major Arterial 1400 30 774 100 102 0.191 12 1 Major Arterial 1400 45 775 596 1091 0.325 12 2 Principal Arterial 3400 45 776 582 597 0.362 12 2 Principal Arterial 3400 45 777 110 582 0.347 12 2 Principal Arterial 3400 45 778 236 602 1.863 12 1 Collector / Local Road 1300 50 779 577 1106 0.244 12 2 Major Arterial 2800 45 780 96 101 0.191 1 12 -1 Minor Arterial 1400 40 781 604 605 0.45 11 1 Minor Arterial 1400 30 782 605 606 0.301 12 1 Minor Arterial 1400 40 783 611 612 1.19 12 1 Major Arterial 1400 45 784 612 636 0.09 12 1 Major Arterial 1400 45 785 614 1035 2.337 10 1 Collector /Local Road 1300 25 786 614 615 1.637 1 10 1 Collector /Local Road 1300 25 787 239 615 0.26 10 1_ Collector /Local Road 1300 25 788 70 617 1.012 10 1 Collector /Local Road 1300 25 789 617 619 0.902 10 1 Collector/Local Road 1300 25 790 241 619 0.192 12 1 Collector/Local Road 1300 45 791 240 242 2.112 12 1 Collector/Local Road 1300 55 792 242 618 1.214 12 1 Collector/ Local Road 1300 40 793 61 619 4.639 12 1 Collector/ Local Road 1300 45 794 623 624 1.185 12 1 Collector/ Local Road 1300 50 795 624 625 0.351 12 1 Collector/ Local Road 1300 50 796 513 516 1.061 12 1 Major Arterial 1400 45 797 502 528 0.444 10 1 Collector / Local Road 1300 25 Page 14 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (veh/hr) ____
798 250 1034 3.547 12 1 Minor Arterial 1400 40 799 278 522 2.201 12 1 Collector /Local Road 1300 40 800 500 632 2.352 10 1 Collector! Local Road 1300 25 801 510 517 3.128 11 1 Minor Arterial 1300 35 802 617 633 1.371 10 1 Collector! Local Road 1300 25 803 477 634 2.186 10 1 Collector! Local Road 1300 25 804 272 497 1.722 11 1 Minor Arterial 1300 35 805 616 1031 0.485 10 1 Collector! Local Road 1300 25 806 613 636 1.421 12 -1 Major Arterial 1400 55 807 616 637 2.314 10 1 Collector/ Local Road 1300 25 808 482 635 1.637 10 1 Collector! Local Road 1300 25 809 612 638 0.73 10 1 Collector! Local Road 1300 25 810 478 634 2.012 10 1 Collector/ Local Road 1300 25 811 483 484 0.927 11 1 Minor Arterial 1300 35 812 623 638 1.011 10 1 Collector! Local Road 1300 25 813 242 639 1.358 10 1 Collector! Local Road 1300 35 814 615 643 1.265 10 1 Collector! Local Road 1300 25 815 624 647 1.241 12 1 Collector /Local Road 1300 50 816 639 644 1.188 10 1 Collector! Local Road 1300 25 817 575 614 1.563 10 1 Collector /Local Road 1300 25 818 575 646 1.74 10 1 Collector!/ Local Road 1300 25 819 93 421 1.908 12 1 Principal Arterial 1700 55 820 643 657 1.003 10 1 Collector! Local Road 1300 25 821 639 1142 1.911 10 1 Collector/ Local Road 1300 35 822 610 1104 1.507 12 1 Major Arterial 1400 55 823 90 487 0.523 12 2 Principal Arterial 3400 45 824 650 1142 1.922 10 1 Collector/ Local Road 1300 35 825 503 652 0.999 10 1 Collector! Local Road 1300 25 826 488 654 0.196 10 1 Collector! Local Road 1300 25 827 653 655 1.293 11 1 Minor Arterial 1300 35 828 655 656 0.474 11 1 Minor Arterial 1300 35 829 659 660 0.815 10 1 Collector! Local Road 1300 25 830 658 660 0.507 10 1 Collector! Local Road 1300 25 831 490 671 1.219 10 1 Collector /Local Road 1300 25 832 601 653 0.996 12 1 Collector! Local Road 1300 50 833 654 670 0.748 10 1 Collector/ Local Road 1300 25 834 651 664 1.658 10 1 Collector!/ Local Road 1300 25 835 665 666 0.39 10 1 Collector! Local Road 1300 25 836 667 1093 0.725 11 1 Minor Arterial 1300 35 837 663 688 1.163 10 1 Collector!/ Local Road 1300 25 838 671 674 1.28 10 1 Collector!/ Local Road 1300 25 839 236 1035 1.158 12 1 Major Arterial 1400 45 840 518 678 0.302 10 1 Collector /Local Road 1300 25 841 499 675 0.561 10 1 Collector /Local Road 1300 25 842 677 678 0.228 10 1 Collector!/ Local Road 1300 25 843 606 679 0.564 10 1 Collector!/ Local Road 1300 25 844 681 682 0.371 10 1 Collector!/ Local Road 1300 25 845 578 680 0.546 10 1 Collector! Local Road 1300 25 846 682 1119 0.4 10 1 Collector!/ Local Road 1300 25 847 583 681 1.103 12 1 Collector/ Local Road 1300 45 848 604 679 0.492 10 1 Collector! Local Road 1300 25 849 690 1030 1.345 10 1 Collector! Local Road 1300 25 850 690 691 0.463 10 1 Collector! Local Road 1300 25 851 521 579 0.191 10 1 Collector! Local Road 1300 25 852 1082 1100 10.576 12 1 Major Arterial 1400 50 853 586 689 1.005 10 1 Collector!/ Local Road 1300 25 1 854 691 692 0.548 10 1 Collector! Local Road 1300 25 Page 15 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 855 520 693 0.316 10 1 Collector / Local Road 1300 30 856 592 692 0.344 10 1 Collector / Local Road 1300 25 857 572 694 0.122 10 1 Collector /Local Road 1300 25 858 589 690 0.677 12 1 Collector / Local Road 1300 40 859 104 703 0.404 12 1 Collector / Local Road 1300 45 860 590 696 0.4 10 1 Collector / Local Road 1300 25 861 231 668 1.377 11 1 Minor Arterial 1300 35 862 678 708 1.18 10 1 Collector!/ Local Road 1300 25 863 580 702 0.123 10 1 Collector!/ Local Road 1300 25 864 703 1141 0.731 10 1 Collector!/ Local Road 1300 25 865 704 1029 1.26 10 1 Collector!/ Local Road 1300 25 866 593 705 0.235 10 1 Collector!/ Local Road 1300 25 867 702 705 0.259 10 1 Collector/ Local Road 1300 30 868 246 601 2.016 12 1 Collector /Local Road 1300 45 869 591 706 0.261 10 1 Collector /Local Road 1300 25 870 705 709 0.407 10 1 Collector / Local Road 1300 30 871 705 710 0.298 10 1 Collector /Local Road 1300 25 872 707 713 0.178 10 1 Collector! Local Road 1300 25 873 581 710 0.296 10 1 Collector!/ Local Road 1300 25 874 709 713 0.152 10 1 Collector /Local Road 1300 30 875 704 717 0.979 10 1 Collector!/ Local Road 1300 25 876 717 1028 1.055 10 1 Collector!/ Local Road 1300 25 877 713 1091 0.328 10 1 Collector /Local Road 1300 30 878 597 712 0.294 10 1 Collector /Local Road 1300 25 879 701 724 1.175 10 1 Collector!/ Local Road 1300 25 880 595 596 0.336 12 2 Principal Arterial 3400 45 881 596 720 0.134 10 1 Collector /Local Road 1300 25 882 719 1091 0.349 12 2 Principal Arterial 3400 45 883 584 726 0.715 10 1 Collector!/ Local Road 1300 25 884 720 721 0.118 10 1 Collector /Local Road 1300 25 885 721 1091 0.365 12 1 Collector!/ Local Road 1300 45 886 723 1122 1.006 10 1 Collector!/ Local Road 1300 25 887 699 732 1.273 12 1 Collector!/ Local Road 1300 55 888 698 723 1.811 12 1 Minor Arterial 1300 45 889 711 733 0.755 11 1 Minor Arterial 1300 35 890 723 724 0.996 12 1 Collector /Local Road 1300 45 891 595 728 0.432 12 1 Collector /Local Road 1300 45 892 721 728 0.43 12 1 Collector! Local Road 1300 45 893 725 729 0.473 10 1 Collector / Local Road 1300 25 894 724 745 0.725 10 1 Collector! Local Road 1300 25 895 729 737 1.011 10 1 Collector! Local Road 1300 25 896 708 730 0.994 10 1 Collector /Local Road 1300 25 897 727 731 1.009 12 1 Collector!/ Local Road 1300 45 898 728 734 0.501 12 1 Collector!/ Local Road 1300 45 899 231 736 1.163 11 1 Minor Arterial 1300 35 900 583 740 1.166 12 1 Collector!/ Local Road 1300 45 901 587 1149 0.903 10 1 Collector /Local Road 1300 25 902 719 739 0.654 10 1 Collector /Local Road 1300 30 903 739 742 0.389 10 1 Collector!/ Local Road 1300 25 904 729 1027 2.301 10 1 Collector /Local Road 1300 25 905 736 1115 0.764 11 1 Minor Arterial 1300 35 906 722 754 1.444 12 1 Collector / Local Road 1300 45 907 245 749 1.511 12 1 Collector/ Local Road 1300 45 908 545 732 1.062 12 1 Collector! Local Road 1300 55 909 738 751 0.852 12 1 Collector /Local Road 1300 45 910 752 755_ 0.366 10 1 Collector!/ Local Road 1300 25 911 747 753 0.251 10 1 Collector! Local Road 1300 25 Page 16 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) ____
912 547 757 0.921 10 1 Collector / Local Road 1300 25 913 751 756 0.573 10 1 Collector /Local Road 1300 25 914 586 761 2.819 12 1 Collector / Local Road 1300 45 915 741 759 1.494 12 1 Collector / Local Road 1300 45 916 756 763 0.981 10 1 Collector / Local Road 1300 25 917 543 760 0.256 10 1 Collector / Local Road 1300 25 918 541 755 1.082 12 1 Collector / Local Road 1300 45 919 759 1136 0.919 12 1 Collector / Local Road 1300 45 920 543 759 0.354 12 1 Minor Arterial 1400 55 921 763 764 1.008 12 1 Collector / Local Road 1300 45 922 728 764 2.597 12 1 Collector / Local Road 1300 45 923 762 765 0.536 12 1 Collector /Local Road 1300 45 924 764 767 1.027 12 1 Collector / Local Road 1300 40 925 564 1136 1.608 12 1 Collector / Local Road 1300 45 926 765 769 0.539 12 1 Collector /Local Road 1300 45 927 757 768 1.547 10 1 Collector / Local Road 1300 25 928 770 999 1.083 10 1 Collector / Local Road 1300 25 929 535 764 1.011 12 1 Collector /Local Road 1300 45 930 542 772 1.249 12 1 Collector / Local Road 1300 45 931 776 779 0.73 12 1 Collector / Local Road 1300 45 932 778 780 0.485 10 1 Collector / Local Road 1300 25 933 770 782 1.049 12 1 Collector / Local Road 1300 40 934 560 779 1.635 12 1 Collector / Local Road 1300 45 935 243 1124 0.507 10 1 Collector/ Local Road 1300 25 936 784 785 0.169 10 1 Collector /Local Road 1300 35 937 507 1097 1.449 12 1 Minor Arterial 1400 55 938 788 793 0.673 10 1 Collector / Local Road 1300 25 939 788 789 0.618 10 1 Collector/ Local Road 1300 25 940 425 1022 0.772 10 1 Collector/ Local Road 1300 25 941 552 793 0.47 12 1 Collector / Local Road 1300 45 942 537 554 1.036 10 1 Collector / Local Road 1300 25 943 551 789 0.564 12 1 Collector / Local Road 1300 45 944 549 791 0.495 10 1 Collector / Local Road 1300 25 945 797 1005 0.509 10 1 Collector /Local Road 1300 25 946 554 798 1.006 10 1 Collector / Local Road 1300 25 947 798 1020 0.682 10 1 Collector /Local Road 1300 25 948 559 805 1.038 10 1 Collector / Local Road 1300 25 949 806 1019 0.575 10 1 Collector /Local Road 1300 25 950 801 811 1.002 12 1 Collector /Local Road 1300 45 951 786 808 2.475 10 1 Collector / Local Road 1300 25 952 809 810 1.517 12 1 Collector/ Local Road 1300 45 953 810 812 0.838 12 1 Collector / Local Road 1300 45 954 803 813 0.977 10 1 Collector / Local Road 1300 25 955 813 814 0.817 12 1 Collector / Local Road 1300 45 956 395 814 1.825 12 1 Collector /Local Road 1300 45 957 817 818 0.439 12 1 Collector /Local Road 1300 45 958 429 1015 0.244 10 1 Collector / Local Road 1300 25 959 819 821 1.373 10 1 Collector /Local Road 1300 25 960 821 823 0.937 10 1 Collector / Local Road 1300 25 961 820 824 1.364 10 1 Collector/ Local Road 1300 25 962 255 817 1.051 12 1 Collector/ Local Road 1300 45 963 823 1014 0.737 10 1 Collector/ Local Road 1300 25 964 393 1137 2.731 10 1 Collector /Local Road 1300 25 965 831 1137 1.848 10 1 Collector / Local Road 1300 25 966 830 988 0.477 10 1 Collector / Local Road 1300 25 967 498 529 0.155 12 1 Major Arterial 1400 45 968 834 835 0.081 10 1 Collector / Local Road 1300 3 Page 17 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) ____
969 388 836 0.284 10 1 Collector / Local Road 1300 25 970 839 1013 0.45 10 1 Collector / Local Road 1300 25 971 835 839 0.531 10 1 Collector / Local Road 1300 30 972 827 841 1.876 10 1 Collector / Local Road 1300 25 973 368 837 3.796 12 2 Collector / Local Road 2600 45 974 840 851 1.896 10 1 Collector / Local Road 1300 25 975 372 842 0.281 10 1 Collector / Local Road 1300 25 976 374 843 0.184 10 1 Collector / Local Road 1300 25 977 844 845 0.582 12 1 Collector / Local Road 1300 45 978 846 848 0.847 12 -1 Collector / Local Road 1300 45 979 842 850 0.561 10 1 Collector / Local Road 1300 25 980 849 1012 0.355 10 1 Collector / Local Road 1300 25 981 849 850 0.216 10 1 Collector /Local Road 1300 25 982 851 854 0.659 12 1 Collector / Local Road 1300 45 983 851 852 0.485 12 1 Collector / Local Road 1300 45 984 855 861 0.142 10 1 Collector / Local Road 1300 25 985 854 859 1.013 12 1 Collector / Local Road 1300 45 986 856 865 0.276 10 1 Collector / Local Road 1300 25 987 853 863 0.466 10 1 Collector / Local Road 1300 25 988 858 861 0.929 10 1 Collector / Local Road 1300 25 989 849 866 0.377 12 1 Collector! Local Road 1300 40 990 850 869 0.446 10 1 Collector! Local Road 1300 25 991 865 867 1.234 10 1 Collector! Local Road 1300 25 992 844 877 1.141 10 1 Collector/ Local Road 1300 25 993 843 868 0.781 10 1 Collector/ Local Road 1300 25 994 861 873 0.235 10 1 Collector! Local Road 1300 25 995 858 867 0.24 12 1 Collector! Local Road 1300 40 996 867 870 0.29 10 1 Collector / Local Road 1300 25 997 866 869 0.291 10 1 Collector /Local Road 1300 25 998 846 891 0.902 10 1 Collector!/ Local Road 1300 25 999 354 869 0.226 10 1 Collector!/ Local Road 1300 25 1000 412 873 0.26 10 1 Collector /Local Road 1300 25 1001 875 1033 0.299 11 2 Minor Arterial 2800 35 1002 438 878 0.801 10 1 Collector /Local Road 1300 25 1003 385 874 1.144 10 1 Collector!/ Local Road 1300 25 1004 411 880 0.344 10 1_ Collector /Local Road 1300 25 1005 881 1033 0.234 12 2_ Collector /Local Road 2600 40 1006 439 883 1.05 10 1 Collector! Local Road 1300 25 1007 404 880 0.218 10 1 Collector! Local Road 1300 25 1008 878 885 0.506 10 1_ Collector! Local Road 1300 25 1009 434 879 0.24 12 1 Collector! Local Road 1300 40 1010 882 884 0.694 10 1 Collector/ Local Road 1300 25 1011 406 886 0.765 10 1 Collector /Local Road 1300 25 1012 848 904 1.943 12 1 Collector/ Local Road 1300 45 1013 886 892 0.302 10 1 Collector /Local Road 1300 25 1014 893 1061 0.606 12 1 Collector /Local Road 1300 40 1015 887 895 0.243 10 1 Collector /Local Road 1300 25 1016 894 896 0.265 12 1 Collector /Local Road 1300 40 1017 895 896 0.097 12 1 Collector! Local Road 1300 40 1018 356 895 0.374 12 1 Collector! Local Road 1300 40 1019 377 919 1.942 10 1 Collector/ Local Road 1300 25 1020 356 897 0.256 12 1 Collector /Local Road 1300 40 1021 897 900 0.523 12 1 Collector! Local Road 1 1300 40 1022 885 889 0.291 12 1 Collector!/ Local Road 1300 45 1023 890 902 0.93 10 1 Collector /Local Road 1300 25 1024 902 915 0.664 10 1 Collector /Local Road 1300 25 1025 900 1071 0.571 12 2 1Collector /Local Road 2600 40 Page 18 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 1026 894 909 0.503 10 1 Collector / Local Road 1300 25 1027 908 909 0.368 10 1 Collector/ Local Road 1300 25 1028 1010 1127 0.318 10 1 Collector /LocaliRoad 1300 25 1029 906 1132 0.226 10 1 Collector /Local Road 1300 25 1030 903 913 0.337 10 1 Collector /Local Road 1300 25 1031 910 911 0.725 10 1 Collector /Local Road 1300 25 1032 911 912 0.126 10 1 Collector /Local Road 1300 25 1033 921 922 0.413 12 1 Collector /Local Road 1300 55 1034 383 915 0.85 12 1 Collector /Local Road 1300 45 1035 904 926 0.583 12 1 Collector / Local Road 1300 45 1036 912 924 0.294 10 1 Collector /Local Road 1300 25 1037 357 928 0.555 10 1 Collector / Local Road 1300 25 1038 897 923 0.656 10 1 Collector / Local Road 1300 25 1039 919 1040 1.814 10 1 Collector /Local Road 1300 25 1040 918 929 0.219 10 1 Collector / Local Road 1300 25 1041 914 930 0.284 10 1 Collector / Local Road 1300 25 1042 927 989 1.187 12 1 Collector / Local Road 1300 40 1043 930 931 0.161 10 1 Collector / Local Road 1300 25 1044 924 946 0.297 10 1 Collector / Local Road 1300 25 1045 358 930 0.423 10 1 Collector / Local Road 1300 25 1046 933 937 0.289 10 1 Collector / Local Road 1300 35 1047 358 928 0.634 10 1 Collector / Local Road 1300 25 1048 930 945 0.379 10 1 Collector / Local Road 1300 25 1049 929 941 0.607 10 1 Collector / Local Road 1300 25 1050 923 935 0.658 10 1 Collector / Local Road 1300 25 1051 929 943 0.417 10 1 Collector /Local Road 1300 25 1052 907 942 1.346 10 1 Collector / Local Road 1300 25 1053 941 943 0.635 10 1 Collector /Local Road 1300 25 1054 444 937 0.598 10 1 Collector / Local Road 1300 35 1055 944 946 0.4 10 1 Collector / Local Road 1300 25 1056 939 952 0.675 12 1 Collector / Local Road 1300 45 1057 926 953 0.637 12 1 Collector / Local Road 1300 45 1058 946 947 0.123 10 1 Collector /Local Road 1300 25 1059 944 949 0.397 10 1 Collector /Local Road 1300 25 1060 921 952 1.414 12 1 Collector /Local Road 1300 55 1061 947 954 0.387 10 1 Collector /Local Road 1300 25 1062 939 953 1.074 12 1 Collector/ Local Road 1300 45 1063 472 954 0.338 10 1 Collector/ Local Road 1300 25 1064 949 956 0.25 10 1 Collector/ Local Road 1300 25 1065 1 952 957 0.886 12 1 Collector/ Local Road 1300 55 1066 436 955 1.101 10 1 Collector/ Local Road 1300 30 1067 445 955 0.996 10 1 Collector / Local Road 1300 35 1068 952 958 1.102 12 1 Collector / Local Road 1300 45 1069 950 959 1.051 12 1 Collector / Local Road 1300 40 1070 1 960 961 0.98 12 2 Collector / Local Road 2600 40 1071 962 963 0.54 12 1 Collector / Local Road 1300 40 1072 957 964 0.7 12 1 Collector /Local Road 1300 45 1073 942 969 3.149 10 1 Collector / Local Road 1300 25 1074 965 966 0.274 12 1 Collector / Local Road 1300 45 1075 969 1010 2.92 10 1 Collector /Local Road 1300 25 1076 967 968 0.219 10 1 Collector /Local Road 1300 25 1077 261 964 0.894 10 1 Collector /Local Road 1300 25 1078 966 970 1.273 12 1. Collector/ Local Road 1300 55 1079 967 971 0.939 12 1 Collector/ Local Road 1300 40 1080 417 970 0.635 10 1 Collector/ Local Road 1300 25 1081 382 970 1.487 12 1 Collector / Local Road 1300 55 1082 473 971 1.376 12 1 Collector/ Local Road 1300 40 Page 19 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 1083 969 972 1.366 10 1 Collector / Local Road 1300 25 1084 972 973 0.931 10 1 Collector! Local Road 1300 25 1085 416 974 1.137 10 1 Collector/ Local Road 1300 25 1086 382 973 0.985 12 1 Collector! Local Road 1300 55 1087 381 974 1.265 10 1 Collector/ Local Road 1300 25 1088 443 976 0.699 10 1 Collector! Local Road 1300 25 1089 972 977 0.736 10 1 Collector / Local Road 1300 25 1090 977 979 0.917 12 1 Collector / Local Road 1300 55 1091 259 975 1.349 10 1 Collector!/ Local Road 1300 25 1092 379 978 0.821 12 1 Collector!/Local Road 1300 55 1093 348 980 3.644 12 1 Principal Arterial 1700 45 1094 257 981 0.619 12 1 Collector!/Local Road 1300 40 1095 257 982 0.41 10 1 Collector!/Local Road 1300 30 1096 982 1044 0.667 10 1 Collector!/ Local Road 1300 35 1097 1 223 448 1.654 12 1 Minor Arterial 1300 40 1098 448 449 2.531 12 1 Minor Arterial 1300 45 1099 214 264 7.359 12 2 Principal Arterial 3400 45 1100 451 985 0.727 10 1 Collector! Local Road 1300 25 1101 985 986 0.127 10 1 Collector /Local Road 1300 35 1102 342 986 0.11 12 1 Collector /Local Road 1300 40 1103 214 351 7.938 12 1 Major Arterial 1400 45 1104 362 1038 2.799 12 2 Principal Arterial 3400 45 1105 291 975 2.315 10 1 Collector /Local Road 1300 25 1106 411 1067 0.724 12 1 Minor Arterial 1400 50 1107 990 1032 0.249 12 2 Major Arterial 3200 55 1108 31 284 0.847 12 2 Pri ncipal Arterial 3400 45 1109 28 50 0.979 12 2 Principal Arterial 3400 55 1110 28 1145 0.277 10 1 Collector/ Local Road 1300 25 1111 267 285 0.859 12 2 Principal Arterial 3400 65 1112 268 495 2.106 12 2 Principal Arterial 3400 65 1113 376 838 0.842 10 1 Collector! Local Road 1300 25 1114 329 1006 0.41 10 1 Collector/ Local Road 1300 25 1115 52 125 0.612 12 2 Principal Arterial 3400 50 1116 35 211 5.447 12 2 Freeway 4000 70 1117 29 271 1.789 12 2 Principal Arterial 3400 65 1118 218 475 6.23 11 1 Minor Arterial 1300 35 1119 223 446 1.559 12 1 Minor Arterial 1300 40 1120 435 958 0.948 12 1 Collector!/Local Road 1300 45 1121 31 1070 0.668 12 1 Collector /Local Road 1300 40 1122 919 1127 0.566 10 1 Collector /Local Road 1300 25 1123 904 1129 0.619 10 1 Collector /Local Road 1300 25 1124 847 852 0.385 10 1 Collector!/ Local Road 1300 25 1125 386 1011 3.807 10 1 Collector /Local Road 1300 35 1126 848 1042 2.767 10 1 Collector /Local Road 1300 35 1127 811 1125 2.113 12 1 Collector/Local Road 1300 45 1128 806 1018 1.565 12 1 Collector /Local Road 1300 45 1129 774 803 2.719 10 1 Collector /Local Road 1300 25 1130 555 809 0.811 12 1 Collector!I Local Road 1300 45 1131 744 767 2.028 12 1 Collector!/Local Road 1300 40 1132 546 757 1.245 10 1 Collector! Local Road 1300 25 1133 565 1147 0.855 11 1 Minor Arterial 1300 35 1134 265 674 0.876 10 1 Collector!/Local Road 1300 25 1135 483 645 1.128 10 1 Collector/ Local Road 1300 25 1136 239 625 1.933 10 1 Collector!/Local Road 1300 25 1137 574 1031 2.238 10 1 Collector!/Local Road 1300 25 1138 266 464 4.274 12 1 Major Arterial 1400 45 1139 463 464 1.458 12 1 Major Arterial 1400 45 Page 20 of 28
Appendix ID Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1140 813 818 2.273 12 1 Collector/ Local Road 1300 45 1141 482 483 1.312 11 1 Minor Arterial 1300 35 1142 1009 1078 0.576 12 1 Major Arterial 1400 45 1143 65 71 6.283 12 2 Freeway 4000 70 1144 345 351 2.705 12 1 -Principal Arterial 1700 45 1145 400 1011 2.369 12 1 Principal Arterial 1700 45 1146 263 379 1.508 12 2 Principal Arterial 3400 65 1147 18 20 1.681 12 2 Principal Arterial 3600 65 1148 147 1014 0.957 12 2 Principal Arterial 3600 65 1149 145 255 3.551 12 2 Principal Arterial 3600 65 1150 140 142 0.98 12 2 Principal Arterial 3600 65 1151 252 442 1.404 12 1 Major Arterial 1400 45 1152 427 428 0.124 12 2 Major Arterial 3400 65 1153 264 1044 0.773 12 2 Principal Arterial 3400 45 1154 191 347 1.489 12 2 Principal Arterial 3400 45 1155 136 420 0.365 12 1 Principal Arterial 1700 45 1156 426 1048 0.4 12 1 Major Arterial 1400 45 1157 253 1049 0.429 11 1 Major Arterial 1400 35 1158 429 442 1.071 11 1 Major Arterial 1400 35 1159 401 1048 0.439 12 1 Major Arterial 1400 45 1160 1022 1024 2.18 12 1 Major Arterial 1400 45 1161 107 1024 5.887 12 1 Major Arterial 1400 45 1162 138 253 1.102 12 1 Major Arterial 1400 45 1163 138 140 0.951 12 2 Principal Arterial 3600 65 1164 36 216 2.019 12 2 Freeway 4000 65 1165 1 34 186 0.313 1 12 1 Ramp 1900 35 1166 154 993 0.167 12 2 Principal Arterial 3600 65 1167 155 991 0.194 12 2 Principal Arterial 3600 55 1168 1054 1056 2.393 12 2 Principal Arterial 3600 55 1169 466 995 0.518 12 2 Principal Arterial 3400 45 1170 55 361 1.368 12 2 Principal Arterial 3400 45 1171 1 54 996 0.297 1 12 2 Principal Arterial 3400 45 1172 879 1062 0.412 12 1 Collector /Local Road 1300 45 1173 168 1064 0.564 12 2 Principal Arterial 3400 65 1174 169 435 1.826 12 2 Principal Arterial 3400 65 1175 434 1065 1.297 12 2 Principal Arterial 3400 55 1176 274 1066 0.327 12 2 Minor Arterial 2800 55 1177 432 437 0.369 1 11 1 Major Arterial 1400 25 1178 221 441 0.799 12 1 Major Arterial 1400 45 1179 883 885 0.342 12 1 Collector / Local Road 1300 45 1180 879 883 1.651 12 1 Collector / Local Road 1300 45 1181 407 1067 0.21 12 2 Minor Arterial 2800 40 1182 352 1033 0.486 11 2 Minor Arterial 2800 35 1183 331 875 0.841 1 12 1 Collector/ Local Road 1300 40 1184 872 905 1.92 12 1 Collector / Local Road 1300 40 1185 899 905 0.883 12 1 Collector / Local Road 1300 40 1186 935 1070 0.648 12 2 Collector /Local Road 2600 40 1187 355 356 1.01 12 1 Minor Arterial 1400 40 1188 357 358 0.441 12 2 Minor Arterial 2800 40 1189 330 627 0.767 12 2 Principal Arterial 3600 45 1190 227 334 1.234 12 2 Principal Arterial 3400 55 1191 213 341 0.885 12 1 Principal Arterial 1700 45 1192 967 996 0.549 12 1 Collector / Local Road 1300 40 1193 1 337 983 1.022 10 1 Collector / Local Road 1300 35 1194 451 983 0.305 10 1 Collector/ Local Road 1300 25 1195 472 961 0.53 12 1 2 1 Minor Arterial 2800 40 1196 474 475 3.392 12 1 11 Major Arterial 1400 45 Page 21 of 28
Appendix D Browns Ferry NGS AppedixNetwork Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) 1197 223 475 1.258 12 1 Major Arterial 1400 45 1198 223 457 4.489 12 1 Major Arterial 1400 45 1199 457 1151 1.501 12 1 Major Arterial 1400 45 1200 346 1076 3.469 12 2 Principal Arterial 3400 55 1201 178 183 0.206 12 2 Principal Arterial 3400 50 1202 363 365 0.382 12 2 Principal Arterial 3400 50 1203 210 1077 1.178 12 1 Major Arterial 1400 45 1204 449 1009 2.103 12 1 Major Arterial 1400 55 1205 449 456 0.104 12 1 Major Arterial 1400 55 1206 456 457 6.056 12 1 Major Arterial 1400 45 1207 457 1037 3.916 12 1 Major Arterial 1400 45 1208 139 428 1.898 12 2 Principal Arterial 3600 65 1209 71 88 0.615 12 2 -Freeway 4000 70 1210 42 1036 0.393 12 2 Freeway 4000 70 1211 39 42 3.039 12 2 Freeway 4000 70 1212 89 92 0.499 12 2 Major Arterial 2800 45 1213 91 279 0.379 12 2 Major Arterial 2800 45 1214 94 98 0.307 12 2 Major Arterial 2800 45 1215 98 105 0.458 12 2 Major Arterial 2800 45 1216 531 999 1.738 12 2 Principal Arterial 3400 60 1217 530 532 1.74 12 2 Principal Arterial 3400 60 1218 24 150 1.873 12 2 Principal Arterial 3600 60 1219 565 567 0.677 12 2 Freeway 3800 60 1220 129 508 0.8 12 2 Freeway 3800 60 1221 127 1000 0.612 12 2 Principal Arterial 3400 50 1222 119 1000 0.196 12 2 Principal Arterial 3400 45 1223 249 594 0.783 12 2 Principal Arterial 3400 55 1224 597 719 0.308 12 2 Principal Arterial 3400 45 1225 583 585 1.006 12 2 Principal Arterial 3400 60 1226 231 583 1.028 12 2 Principal Arterial 3400 60 1227 230 685 1.221 12 2 Principal Arterial 3400 60 1228 688 1092 0.259 12 2 Principal Arterial 3400 55 1229 688 698 0.748 12 2 Principal Arterial 3400 55 1230 1093 1094 0.941 12 2 Principal Arterial 3400 55 1231 265 1095 1.435 12 2 Principal Arterial 3400 55 1232 569 1002 0.572 12 2 Freeway 3800 50 1233 567 1001 0.537 12 2 Freeway 3800 50 1 1234 548 727 1.016 1 11 1 Minor Arterial 1400 35 1235 545 1140 0.952 12 1 Minor Arterial 1400 40 1236 542 759 1.064 12 1 Minor Arterial 1400 55 1237 538 539 0.498 12 1 Minor Arterial 1400 45 1238 536 537 0.338 12 1 Minor Arterial 1400 45 1239 782 783 0.145 11 1 Minor Arterial 1400 35 1240 783 792 0.363 1 11 1 MinorArterial 1400 35 1241 132 792 0.502 11 1 Minor Arterial 1400 35 1242 133 1097 3.06 12 1 Minor Arterial 1400 45 1243 507 1098 4.599 12 1 Minor Arterial 1400 55 1244 84 524 2.812 12 1 Major Arterial 1400 45 1245 129 524 2.588 12 1 Major Arterial 1400 45 1246 74 510 3.014 12 1 Major Arterial 1400 45 1247 235 510 1.011 1 12 1 Major Arterial 1400 45 1248 235 511 1.999 12 1 Major Arterial 1400 45 1249 511 512 2.232 12 1 Major Arterial 1400 45 1250 529 824 1.029 12 1 Major Arterial 1400 45 1251 514 516 0.522 12 1 Major Arterial 1400 45
_1252 514 517 5.633 12 1 Major Arterial 1400 55 1253 73 1 642 10.937 1 12 1 Major Arterial 1400n 55 Page 22 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1254 84 518 2.504 12 1 Major Arterial 1400 55 1255 518 1100 1.762 12 1 Major Arterial 1400 55 1256 511 629 1.25 12 1 Minor Arterial 1400 40 1257 278 1101 4.018 12 1 Collector /Local Road 1300 40 1258 66 235 1.739 12 1 Minor Arterial 1400 40 1259 631 1103 0.083 11 1 Minor Arterial 1400 25 1260 528 1034 5.171 12 1 Minor Arterial 1400 40 1261 250 574 2.015 12 1 Major Arterial 1400 55 1262 576 577 1.095 12 1 Major Arterial 1400 45 1263 236 608 1.223 12 1 Major Arterial 1400 55 1264 625 1104 0.622 12 1 Major Arterial 1400 50 1265 611 625 0.566 12 1 Major Arterial 1400 45 1266 613 1105 3.47 12 1 Major Arterial 1400 55 1267 61 1105 0.376 12 1 Major Arterial 1400 45 1268 273 501 4.74 12 1 Major Arterial 1400 45 1269 273 454 2.777 12 1 Major Arterial 1400 45 1270 74 519 4.567 12 1 Minor Arterial 1400 40 1271 578 579 0.371 11 1 Minor Arterial 1400 30 1272 101 604 0.664 11 1 Minor Arterial 1400 25 1273 592 593 0.33 11 1 Major Arterial 1400 30 1274 606 607 0.581 12 1 Minor Arterial 1400 40 1275 591 1107 0.332 12 1 Major Arterial 1400 40 1276 589 590 0.546 12 1 Major Arterial 1400 40 1277 103 526 0.803 12 1 Minor Arterial 1400 40 1278 525 708 2.246 12 1 Minor Arterial 1400 40 1279 524 708 2.032 12 1 Minor Arterial 1400 40 1280 270 286 0.856 12 2 Principal Arterial 3400 65 1281 459 462 0.423 12 1 Major Arterial 1400 45 1282 286 493 2.181 12 2 Principal Arterial 3400 65 1283 75 492 1.419 12 2 Principal Arterial 3400 45 1284 14 515 0.296 12 1 Major Arterial 1400 45 1285 422 425 2.485 12 1 Minor Arterial 1300 45 1286 382 384 3.417 12 1 Minor Arterial 1300 45 1287 461 462 3.858 12 2 Major Arterial 2800 45 1288 77 494 0.482 12 2 Principal Arterial 3400 55 1289 76 266 4.085 1 12 1 Major Arterial 1400 45 1290 669 725 2.843 10 1 Collector /Local Road 1300 25 1291 629 631 4.756 12 1 Minor Arterial 1400 40 1292 517 642 2.744 12 1 Major Arterial 1400 55 1293 652 748 4.423 11 1 Minor Arterial 1300 35 1294 505 748 1.714 12 1 Minor Arterial 1300 45 1295 519 603 1.81 12 1 Minor Arterial 1400 40 1296 577 603 0.949 1 12 2 Major Arterial 2800 45 1297 679 1035 0.506 10 1 Collector /Local Road 1300 25 1298 742 743 0.274 10 1 Collector! Local Road 1300 25 1299 739 743 0.233 10 1 Collector! Local Road 1300 30 1300 746 1113 0.538 10 1 Collector/ Local Road 1300 25 1301 597 1114 0.529 10 1 Collector/ Local Road 1300 25 1302 746 747 0.742 10 1 Collector! Local Road 1300 25 1303 129 509 3.198 12 1 Major Arterial 1400 45 1304 758 1002 1.251 10 1 Collector!/ Local Road 1300 25 1305 520 603 1.067 12 1 Minor Arterial 1400 40 1306 603 1080 0.539 12 2 Major Arterial 2800 45 1307 94 695 0.482 10 1 Collector!/ Local Road 1300 30 1308 1115 1116 0.372 10 1 Collector /Local Road 1300 25 1309 749 755 0.134 12 1 Collector /Local Road 1300 45 13 10 751 761 1.696 12 1 Collector /Local Road 1300 45 Page 23 of 28
Appendix ID Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (veh/hr) ____
1311 684 1118 0.613 10 1 Collector /LocaliRoad 1300 25 1312 601 602 1.002 12 1 Collector /Local Road 1300 50 1313 *234 681 1 12 1 Collector /Local Road 1300 45 1314 618 659 1.233 12 1 Minor Arterial 1300 45 1315 600 658 0.894 10 1 Collector / Local Road 1300 25 1316 1120 1121 0.263 10 1 Collector /Local Road 1300 25 1317 621 1120 1.297 10 1 Collector /Local Road 1300 25 1318 70 241 1.592 10 1 Collector/ Local Road 1300 25 1319 640 645 2.512 10 1 Collector/ Local Road 1300 25 1320 724 727 1.505 12 1 Collector / Local Road 1300 45 1321 1122 1123 0.386 10 1 Collector/ Local Road 1300 25 1322 718 1122 1.124 10 1 Collector/ Local Road 1300 25 1323 237 825 2.25 12 1 Collector/ Local Road 1300 45 1324 248 998 3.056 12 2 Principal Arterial 3400 65 1325 25 314 0.382 12 2 Freeway 3800 60 1326 320 498 1.498 12 1 Major Arterial 1400 45 1327 133 530 1.005 12 2 Principal Arterial 3400 60 1328 51 747 0.249 10 1 Collector/ Local Road 1300 25 1329 136 1047 7.107 12 1 Principal Arterial 1700 55 1330 391 392 0.876 12 1 Major Arterial 1600 50 1331 188 199 1.622 12 1 Principal Arterial 1700 55 1332 189 942 3.442 12 1 Principal Arterial 1700 55 1333 384 1010 1.917 10 1 Collector /Local Road 1300 25 1334 953 964 0.761 12 1 Collector/ Local Road 1300 40 1335 915 953 2.124 12 1 Collector/ Local Road 1300 45 1336 144 1043 0.188 12 2 Principal Arterial 3600 65 1337 256 839 0.929 10 1 Collector/ Local Road 1300 30 1338 440 922 1.169 12 1 Collector/ Local Road 1300 45 1339 942 1040 0.84 12 1 Principal Arterial 1700 55 1340 351 1039 3.769 12 1 Principal Arterial 1700 45 1341 228 971 2.436 12 1 Collector/ Local Road 1300 40 1342 473 474 2.323 12 1 Minor Arterial 1400 40 1343 473 1075 0.464 12 1 Minor Arterial 1400 40 1344 172 899 2.641 12 2 Principal Arterial 3400 40 1345 30 171 1.049 12 2 Principal Arterial 3400 45 1346 960 1131 0.699 10 1 Collector/ Local Road 1300 25 1347 961 1075 0.589 12 2 Minor Arterial 2800 40 1348 409 910 0.267 10 1 Collector/ Local Road 1300 25 1349 927 1132 0.666 12 1 Minor Arterial 1300 40 1350 898 1133 0.469 10 1 Collector/ Local Road 1300 25 1351 369 849 0.407 12 1 Collector / Local Road 1300 40 1352 859 860 0.831 10 1 Collector/ Local Road 1300 25 1353 431 1050 1.363 1 12 2 Principal Arterial 3600 55 1354 15 992 2.844 12 2 Principal Arterial 3600 65 1355 873 1059 0.223 10 1 Collector / Local Road 1300 25 1356 467 470 0.296 12 2 Principal Arterial 3400 45 1357 226 491 4.459 12 2 Principal Arterial 3400 55 1358 258 447 4.152 12 1 Minor Arterial 1300 45 1359 208 984 2.231 12 1 Major Arterial 1400 45 1360 142 1134 0.532 12 2 Principal Arterial 3600 65 1361 401 1134 1.638 12 1 Major Arterial 1400 45 1362 220 371 0.713 12 2 Major Arterial 3200 40 1363 446 976 3.756 10 1 Collector/ Local Road 1300 25 1364 50 1087 0.356 12 1 Principal Arterial 1700 55 1365 422 1138 2.533 10 1 Collector/ Local Road 1300 25 1366 872 905 1.92 12 1 Collector/ Local Road 1300 40 1367 899 905 0.883 12 1 Collector/ Local Road 1300 40 Page 24 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (veh/hr) FS(mh 1368 936 1070 0.645 12 2 Freeway 0 0 1369 935 1070 0.648 12 2 Collector /Local Road 2600 40 1370 355 356 1.01 12 1 Minor Arterial 1400 40 1371 357 358 0.441 12 2 Minor Arterial 2800 40 1372 330 626 0.657 12 2 Freeway 0 0 1373 330 627 0.767 12 2 Principal Arterial 3600 45 1374 226 333 1.236 12 2 Freeway 0 0 1375 227 334 1.234 12 2 Principal Arterial 3400 55 1376 212 342 0.882 12 1 Freeway 0 0 1377 213 341 0.885 12 1 Principal Arterial 1700 45 1378 967 996 0.549 12 1 Collector / Local Road 1300 40 1379 337 983 1.022 10 1 Collector / Local Road 1300 35 1380 451 983 0.305 10 1 Collector / Local Road 1300 25 1381 472 961 0.53 12 2 Minor Arterial 2800 40 1382 474 475 3.392 12 1 Major Arterial 1400 45 1383 223 475 1.258 12 1 Major Arterial 1400 45 1384 223 457 4.489 12 1 Major Arterial 1400 45 1385 457 1151 1.501 12 1 Major Arterial 1400 45 1386 346 1076 3.469 12 2 Principal Arterial 3400 55 1387 178 183 0.206 12 2 Principal Arterial 3400 50 1388 177 181 0.205 12 2 Freeway 0 0 1389 363 365 0.382 12 2 Principal Arterial 3400 50 1390 210 1077 1.178 12 1 Maj.or Arterial 1400 45 1391 449 1009 2.103 12 1 Major Arterial 1400 55 1392 449 456 0.104 12 1 Maij.or Arterial 1400 55 1393 456 457 6.056 12 1 Major Arterial 1400 45 1394 457 1037 3.916 12 1 1 Major Arterial 1400 45 1395 139 428 1.898 12 2 Principal Arterial 3600 65 1396 71 88 0.615 12 2 Freeway 4000 70 1397 42 1036 0.393 12 2 Freeway 4000 70 1398 39 42 3.039 12 2 Freeway 4000 70 1399 41 87 0.499 12 2 Freeway 0 0 1400 306 317 0.418 12 2 Freeway 0 0 1401 298 312 0.331 12 2 Freeway 0 0 1402 89 92 0.499 12 2 Major Arterial 2800 45 1403 91 279 0.379 12 2 Major Arterial 2800 45 1404 94 1081 0.811 12 2 Freeway 0 0 1405 91 1083 0.82 12 2 Freeway 0 0 1406 94 98 0.307 12 2 Major Arterial 2800 45 1407 98 105 0.458 12 2 Major Arterial 2800 45 1408 99 106 0.455 12 2 Freeway 0 0 1409 531 999 1.738 12 2 Principal Arterial 3400 60 1410 530 532 1.74 1 12 2 Principal Arterial 3400 60 1411 237 247 0.541 12 2 Freeway 0 0 1412 23 283 1.878 12 2 Freeway 0 0 1413 152 1086 0.223 12 2 Freeway 0 0 1414 1087 1088 0.242 12 1 Freeway 0 0 1415 24 150 1.873 12 2 Principal Arterial 3600 60 1416 568 1002 0.533 1 12 2 Freeway 0 0 1417 565 567 0.677 12 2 Freeway 3800 60 1418 566 568 0.672 12 2 Freeway 0 0 1419 129 508 0.8 12 2 Freeway 3800 60 1420 127 1000 0.612 12 2 Principal Arterial 3400 50 1421 119 1000 0.196 12 2 Principal Arterial 3400 45 1422 249 594 0.783 12 1 2 Principal Arterial 3400 55 1423 597 1 719 0.308 12 2 Principal Arterial 3400 45 1424 583 1 585 1.006 12 2 Principal Arterial 3400 6 Page 25 of 28
Appendix D Browns Ferry NGS Appedix Network Brwns erryNGSRoadway Data Table Lik#
UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#
UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____
1425 231 583 1.028 12 2 Principal Arterial 3400 60 1426 230 685 1.221 12 2 Principal Arterial 3400 60 1427 688 1092 0.259 12 2 Principal Arterial 3400 55 1428 688 698 0.748 12 2 Principal Arterial 3400 55 1429 1093 1094 0.941 12 2 Principal Arterial 3400 55 1430 265 1095 1.435 12 2 Principal Arterial 3400 55 1431 1029 1095 0.598 12 2 Freeway 0 0 1432 569 1001 0.398 12 2 Freeway 0 0 1433 569 1002 0.572 12 2 Freeway 3800 50 1434 567 1001 0.537 12 2 Freeway 3800 50 1435 548 727 1.016 11 1 Minor Arterial 1400 35 1436 545 1140 0.952 12 1 Minor Arterial 1400 40 1437 542 759 1.064 12 1 Minor Arterial 1400 55 1438 538 539 0.498 12 1 Minor Arterial 1400 45 1439 536 537 0.338 12 1 Minor Arterial 1400 45 1440 782 783 0.145 11 1 Minor Arterial 1400 35 1441 783 792 0.363 11 1 Minor Arterial 1400 35 1442 132 792 0.502 11 1 Minor Arterial 1400 35 1443 133 1097 3.06 12 1 Minor Arterial 1400 45 1444 507 1098 4.599 12 1 Minor Arterial 1400 55 1445 84 524 2.812 12 1 Major Arterial 1400 45 1446 1 129 524 2.588 1 12 1 Major Arterial 1400 45 1447 74 510 3.014 12 1 Major Arterial 1400 45 1448 235 510 1.011 12 1 Major Arterial 1400 45 1449 235 511 1.999 12 1 Major Arterial 1400 45 1450 511 512 2.232 12 1 Major Arterial 1400 45 1451 529 824 1.029 12 1 Major Arterial 1400 45 1452 514 516 0.522 1 12 1 Major Arterial 1400 45 1453 514 517 5.633 12 1 Major Arterial 1400 55 1454 73 642 0.937 12 1 Major Arterial 1400 55 1455 84 518 2.504 12 1 Major Arterial 1400 55 1456 518 1100 1.762 12 1 Major Arterial 1400 55 1457 1 511 629 1.25 12 1 Minor Arterial 1400 40 1458 278 1101 4.018 12 1 Collector /Local Road 1300 40 1459 66 235 1.739 12 1 Minor Arterial 1400 40 1460 631 1103 0.083 11 1 Minor Arterial 1400 25 1461 528 1034 5.171 12 1_ Minor Arterial 1400 40 1462 250 574 2.015 12 1 Major Arterial 1400 55 1463 576 577 1.095 12 1 Major Arterial 1400 45 1464 236 608 1.223 12 1 Major Arterial 1400 55 1465 625 1104 0.622 12 1 Major Arterial 1400 50 1466 611 625 0.566 12 1 Major Arterial 1400 45 1467 613 1105 3.47 12 1 1 Major Arterial 1400 55 1468 61 1105 0.376 12 1 Major Arterial 1400 45 1469 273 501 4.74 12 1 Major Arterial 1400 45 1470 273 454 2.777 12 1 Major Arterial 1400 45 1471 74 519 4.567 12 1 Minor Arterial 1400 40 1472 578 579 0.371 11 1 Minor Arterial 1400 30 1473 101 604 0.664 11 1 Minor Arterial 1400 25 1474 592 593 0.33 11 1 Major Arterial 1400 30 1475 606 607 0.581 12 1 Minor Arterial 1400 40 1476 591 1107 0.332 12 1 Major Arterial 1400 40 1477 589 590 0.546 12 1 Major Arterial 1400 40 1478 103 526 0.803 12 1 Minor Arterial 1400 40 1479 525 708 2.246 1 12 1 Minor Arterial 1400 40 1480 524 708 2.0132 12 1 1 Minor Arterial 1400 40 1481 270 1 286 0.856 12 1 2 Principal Arterial 3400 65 Page 26 of 28
Appendix ID Browns Ferry NIGS Appedix NetworkBrwns erryNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felorw FFS (mph)
_____ ______ (ml) Width (ft) Lanes Rate________
1482 459 462 0.423 12 1 Major Arterial 1400 45 1483 286 493 2.181 12 2 Principal Arterial 3400 65 1484 267 492 2.183 12 2 Freeway 0 0 1485 75 492 1.419 12 2 Principal Arterial 3400 45 1486 60 493 1.414 12 2 Freeway 0 0 1487 14 515 0.296 12 1 Major Arterial 1400 45 1488 422 425 2.485 12 1 Minor Arterial 1300 45 1489 382 384 3.417 12 1 Minor Arterial 1300 45 1490 461 462 3.858 12 2 Major Arterial 2800 45 1491 81 495 0.486 12 2 Freeway 0 0 1492 77 494 0.482 12 2 Principal Arterial 3400 55 1493 76 266 4.085 1 12 1 Major Arterial 1400 45 1494 669 725 2.843 10 1 Collector / Local Road 1300 25 1495 629 631 4.756 12 1 Minor Arterial 1400 40 1496 517 642 2.744 12 1 Major Arterial 1400 55 1497 652 748 4.423 11 1 Minor Arterial 1300 35 1498 505 748 1.714 12 1 Minor Arterial 1300 45 1499 519 603 1.81 12 1 Minor Arterial 1400 40 1500 577 603 0.949 12 2 Major Arterial 2800 45 1501 679 1035 0.506 10 1 Collector!/ Local Road 1300 25 1502 742 743 0.274 10 1 Collector!/ Local Road 1300 25 1503 739 743 0.233 10 1 Collector!/ Local Road 1300 30 1504 746 1113 0.538 10 1 Collector / Local Road 1300 25 1505 597 1114 0.529 10 1 Collector!/ Local Road 1300 25 1506 746 747 0.742 10 1 Collector!/ Local Road 1300 25 1507 129 509 3.198 12 1 Major Arterial 1400 45 1508 758 1002 1.251 10 1 Collector!/ Local Road 1300 25 1509 520 603 1.067 12 1 Minor Arterial 1400 40 1510 603 1080 0,539 12 2 Major Arterial 2800 45 1511 94 695 0.482 10 1 Collector!/Local Road 1300 30 1512 1115 1116 0.372 10 1 Collector/Local Road 1300 25 1513 749 755 0.134 12 1 Collector!/Local Road 1300 45 1514 751 761 1.696 12 1 Collector/Local Road 1300 45 1515 684 1118 0.613 10 1 Collector /Local Road 1300 25 1516 601 602 1.002 12 1 Collector!/Local Road 1300 50 1517 234 681 1 12 1 Collector /Local Road 1300 45 1518 618 659 1.233 12 1 Minor Arterial 1300 45 1519 600 658 0.894 10 1 Collector!/Local Road 1300 25 1520 1120 1121 0.263 10 1 Collector /Local Road 1300 25 1521 621 1120 1.297 10 1 Collector/!Local Road 1300 25 1522 70 241 1.592 10 1 Collector! Local Road 1300 25 1523 640 645 2.512 10 1 Collector! Local Road 1300 25 1524 724 727 1.505 12 1 Collector!/ Local Road 1300 45 1525 1122 1123 0.386 10 1 Collector /Local Road 1300 25 1526 718 1122 1.124 10 1 Collector!/Local Road 1300 25 1527 237 825 2.25 12 1 Collector!/ Local Road 1300 45 1528 248 998 3.056 12 2 Principal Arterial 3400 65 1529 247 997 3.06 12 2 Freeway 0 0 1530 25 314 0.382 12 2 Freeway 3800 60 1531 26 307 0.478 12 2 Freeway 0 0 1532 320 498 1.498 12 1 Major Arterial 1400 45 1533 132 999 1.005 12 2 Freeway 0 0 1534 133 530 1.005 12 2 Principal Arterial 3400 60 1535 51 747 0.249 10 1 Collector! Local Road 1300 25 1536 136 1047 17.107 12 1 Principal Arterial 1700 5 0.876 12 1 Major Arterial 1600 50 1I5387 391 392 1538 1 188 199 1.622 121 Principal Arterial 1700 55 Page 27 of 28
Appendix D Browns Ferry NGS Roadway Network Data Table Length Lane Number of Roadway Type FFS Link # U-Node D-Node (mi) Width (ft) Lanes Rate (veh/hr) 1539 189 942 3.442 12 1 Principal Arterial 1700 55 1540 384 1010 1.917 10 1 Collector/ Local Road 1300 25 1541 953 964 0.761 12 1 Collector/ Local Road 1300 40 1542 915 953 2.124 12 1 Collector/ Local Road 1300 45 1543 144 1043 0.188 12 2 Principal Arterial 3600 65 1544 145 1014 0.187 12 2 Freeway 0 0 1545 256 839 0.929 10 1 Collector / Local Road 1300 30 1546 440 922 1.169 12 1 Collector / Local Road 1300 45 1547 942 1040 0.84 12 1 Principal Arterial 1700 55 1548 351 1039 3.769 12 1 Principal Arterial 1700 45 1549 228 971 2.436 12 1 Collector / Local Road 1300 40 1550 473 474 2.323 12 1 Minor Arterial 1400 40 1551 473 1075 0.464 12 1 Minor Arterial 1400 40 1552 172 899 2.641 12 2 Principal Arterial 3400 40 1553 30 171 1.049 12 2 Principal Arterial 3400 45 1554 31 171 1.033 12 2 Freeway 0 0 1555 960 1131 0.699 10 1 Collector / Local Road 1300 25 1556 961 1075 0.589 12 2 Minor Arterial 2800 40 1557 409 910 0.267 10 1 Collector / Local Road 1300 25 40 1300 1558 927 1132 0.666 12 1 ArterialRoad Minor/ Local Collector 1300 40 12 1 1559 898 1133 0.469 0.407 10 1 Collector / Local Road 1300 25 369 849 1560 859 860 0.831 10 1 Collector / Local Road 1300 25 1561 1562 431 1050 1.363 12 2 Principal Arterial 3600 55 1563 430 1051 1.361 12 2 Freeway 0 0 1564 16 993 2.843 12 2 Freeway 0 0 1565 15 992 2.844 12 2 Principal Arterial 3600 65 1566 873 1059 0.223 10 1 Collector / Local Road 1300 25 1567 467 470 0.296 12 2 Principal Arterial 3400 45 1568 465 469 0.297 12 2 Freeway 0 0 1569 226 491 4.459 12 2 Principal Arterial 3400 55 1570 227 335 4.452 12 2 Freeway 0 0 1571 258 447 4.152 12 1 Minor Arterial 1300 45 1572 208 984 2.231 12 1 Major Arterial 1400 45 1573 142 1134 0.532 12 2 Principal Arterial 3600 65 1574 401 1134 1.638 12 1 Major Arterial 1400 45 1575 220 371 0.713 12 2 Major Arterial 3200 40 1576 446 976 3.756 10 1 Collector / Local Road 1300 25 1577 50 1087 0.356 12 1 Principal Arterial 1700 55 1578 422 1138 2.533 10 1 Collector/ Local Road 1300 25 Page 28 of 28
ARCADIS Appendix E Telephone Survey of EPZ Residents (Results Summary and Survey Instrument)
Browns Ferry EPZ Summary of Telephone Survey Results Completed Surveys 380 Results HH occupants 2.86 per HH Age Mix of Respondents (%)
11% fraction single occupant 18 to 24 9 Vehicles 20% one vehicle 25 to 34 11.1 37% 2 vehicles 35 to 44 19.8 43% 3 or more 45 to 54 17.7 55 to 64 24.9 65 to 74 9.5 School Age Children 72% none 75 plus 7.9
(% of HHs) 28% at least one 14% One Total 100 14% 2 or more Commuter Data (% of HHs)
Number of Commuters/ HH One 32.4%
Two or more 32.9%
Of those HHs commuting:
Work outside of EPZ 40%
Take vehicle to work 96%
Would evacuate direct from work 43%
Would return home to evacuate 57%
Number of Vehicles to Evacuate Time Distribution 0 to 15 15 to 30 30 to 45 45 to 60 > 60 minutes minutes mintues minutes minutes leave work after notice 86.2% 9.7% 1.0% 1.3% 1.8%
travel home 53.7% 30.7% 11.9% 2.0% 1.6%
depart after return home 46.9% 34.5% 6.2% 7.2% 5.2%
depart (all at home) 33.3% 35.3% 9.6% 11.0% 10.7%
14212 - LH/CCH ARCADIS TVA Survey Draft v4 - May 15, 2012 INTRODUCTION Hello, my name is and I am callingfrom MDC Research, a company hired on behalfof the Tennessee Valley Authority (TVA) and its local,state andfederal emergency planning partners. We are conducting a briefsurvey to gather informationfrom households in your area about nuclearpower emergency responseplanning and we'd like to include your opinions. This survey is being conducted on behalfof the (insertfacility name) Nuclear Facility, and will take approximately 5 minutes to complete. We are not trying to sell you anything. The information gatheredfrom this survey will help local agencies more effectively provide community assistance should an emergency situation arise.
Can I please speak with an adult member of the household?
SCREENER S1. What is the zip code of your primary residence? Your primary residence is the home where you live the majority of the time. DO NOT READ ZIP CODE LIST List of appropriate zip codes will be displayed here 99999 Location outside the EPZ - THANK & TERMINATE S2. Are you over 17 years of age?
11 NO - ASK FOR REFERRAL or THANK & TERMINATE 12 YES 98 (DO NOT READ) Refused THANK & TERMINATE S3. Is your residence located within a 10 mile radius of (insert the name of the nuclear power plant)?
I Yes 2 No 7 Don't know If answer is No, THANK & TERMINATE QUESTIONNAIRE Q1 How many people usually reside in your household?
Record: # of residents 998 (DO NOT READ) Refused - THANK & TERMINATE Arcadis TVA 1 ©2012. Market Decisions Corporation
14212 - LH/CCH Q2 How many working motor vehicles are normally based at your home?
Record: # of vehicles 997 None - THANK AND TERMINATE 998 (DO NOT READ) Refused Q3 How many children in your household attend local schools in grade K - 12?
Record 997 None 998 (DO NOT READ) Refused Q4 Do you commute to a job or to a college at least 4 times week?
1 Yes 2 No 998 (DO NOT READ) Refused If refused, explain; The nature of this project is to estimate traffic volumes and flow in the event of a nuclear plant emergency evacuation, so this data is necessary in order for us to continue with the survey.
If still refused - THANK & TERMINATE If No, skip to Q7.
Q5. Is your job or college located within a 10 mile radius of (insert the name of the nuclear power plant)?
I Yes 2 No 7 Don't know Q6A Do you work a regular Monday thru Friday, 8:00 to 5:00 type of schedule, or some other type of schedule?
I Monday - Friday, 8:00am to 5:00pm 2 Other schedule 7 (DO NOT READ) Don't know Q6B Do you generally use a personal vehicle to commute back and forth to work?
I Yes 2 No 7 (DO NOT READ) Don't know Arcadis TVA 2 (02012. Market Decisions Corporation
14212 - LH/CCH Q6C If an evacuation notice were given while you were at work, do you think you would most likely...
1 Evacuate directly from work 2 Come home first and then evacuate, or 7 (DO NOT READ) Don't know Q6D How long do you think it would take you to get prepared and actually leave work?
(Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 -45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know Q6E (ONLY ASK IF Q6C=2 or 7) About how long does it take you to get from work to home? (Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 -35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 3 ©2012. Market Decisions Corporation Arcadis TVA 3 0c2012. Market Decisions Corporation
14212 - LH/CCH 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know Q7 How many other adults in your household commute to a job or a college at least 4 times week?
Record 997 None 998 (DO NOT READ) Refused If refused, explain; The nature of this project is to estimate traffic volumes and flow in the event of a nuclear plant emergency evacuation, so this data is necessary in order for us to continue with the survey.
If still refused - THANK & TERMINATE If none, skip to Q 10.
Repeat the following Q7A-F sequence for each working adult cited in Q7 For each of the commuting adults you just referenced, I'd like to ask a few questions related to what their likely actions would be in the case of a nuclear plant emergency evacuation. I understand that I will be asking you to speculate on what other members of the household may do in this situation, but your best guesses are just fine for our purposes. Please answer the questions for each commuting adult in whatever order you like.
Q7A. Is this person's job or college located within a 10 mile radius of (insert the name of the nuclear power plant)?
1 Yes 2 No 7 Don't know Q7B Does this person work a regular Monday thru Friday, 8:00 to 5:00 type of schedule, or some other type of schedule?
I Monday - Friday, 8:00am to 5:00pm 2 Other schedule 7 (DO NOT READ) Don't know Q7C Does this person generally use a personal vehicle to commute back and forth to work?
1 Yes 2 No 7 (DO NOT READ) Don't know Arcadis TVA 4 4©2012. Market Decisions Corporation
14212 - LH/CCH Q7D If an evacuation notice were given while this person was at work, do you think they would most likely...
I Evacuate directly from work 2 Come home first and then evacuate, or 7 (DO NOT READ) Don't know Q7E How long do you think it would take this person to get prepared and actually leave work?
(Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know Q7F (ONLY ASK IF Q7D=2 or 7) About how long does it take this person to get from work to home? (Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 -35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes Arcadis TVA 5 T©2012. Market Decisions Corporation
14212 - LH/CCH 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know Q8A-F Repeat Q7 sequence for next commuter; Q9A-F Repeat Q8 sequence for next commuter.
Q1O In the event of an emergency at the nuclear power plant, when the commuters are away from home is there a working vehicle for the family members at home that could be used for evacuation?
1 Yes 2 No - Skip to Q12 7 (DO NOT READ) Don't know Q11 In the event of an emergency would the family members at home await the return of the other family members before evacuating the area?
I Yes 2 No 7 (DO NOT READ) Don't know SKIP TO Q 13 Q12 In the event of an emergency would the family members at home wait for a ride from one of the commuters or leave with someone else?
1 They would wait for a ride 2 They would leave with someone else 7 (DO NOT READ) Don't know Q13 And once everyone who is coming home from work or school has arrived, how long would it take to prepare and depart from home, taking into consideration whether or not someone else is usually home who may be starting these preparation while they are traveling? Please consider tasks such as packing clothing, securing the house, loading the car(s), etc. (Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6- 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes Arcadis TVA 6 02012. Market Decisions Corporation
14212 - LH/CCH 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know Arcadis TVA 7 ©2012. Market Decisions Corporation
14212 - LH/CCH Q14 If an evacuation were ordered when all household members were at home (for example, at night or on a weekend), approximately how long would it take your household to prepare to depart? Please assume that you are advised to plan to be away from your home for 3 days, again considering tasks such as packing clothing, securing the house, loading the car(s), etc. (Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know Q15 How many vehicles would your household take if an evacuation were ordered when all household members were at home?
Record: # of vehicles 98 (DO NOT READ) Refused Q16. Which of the following categories best describes your age?
11 18 to 24 12 25 to 34 13 35 to 44 14 45 to 54 15 55 to 64 16 65 to 74 17 75 or older 98 (DO NOT READ) Refused Arcadis TVA 8 0©2012. Market Decisions Corporation
14212 - LH/CCH Q17 Do you or any member of your household hunt, fish, or visit parks that are within a 10 mile radius of the nuclear power plant?
1 Yes, Fishing GO TO QUESTION 18a 2 Yes, Hunting GO TO QUESTION 18b 3 Yes, Visiting Parks GO TO QUESTION 18c 4 No GO TO END OF SURVEY 7 (DO NOT READ) Don't know/Refused Q17A How many people typically travel in the same vehicle for this purpose? (If respondent has multiple responses in Q16, ask for number that best represents their most frequent scenario.)
I One 2 Two 3 Three 4 Four 5 Five or more If Q17 : 1, SKIP TO QUESTION 18b Q1 8A In the event of an emergency at the nuclear plant if you hear a warning siren while fishing, how long would it take you to complete preparations to evacuate the area? (This would include preparations from the recreational area, returning home, and securing your house, etc.) (Read only if necessary, categorize response as follows)
FISHING 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know Arcadis TVA 9 T©2012. Market Decisions Corporation
14212 - LH/CCH If Q17 *2, SKIP TO QUESTION 18c Q18B In the event of an emergency at the nuclear plant if you hear a warning siren while hunting, how long would it take you to complete preparations to evacuate the area? (This would include preparations from the recreational area, returning home, and securing your house, etc.) (Read only if necessary, categorize response as follows)
HUNTING 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 -35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know If Q17
- 3, SKIP TO END OF SURVEY Q18C In the event of an emergency at the nuclear plant if you hear a warning siren while visiting parks , how long would it take you to complete preparations to evacuate the area?
(This would include preparations from the recreational area, returning home, and securing your house, etc.) (Read only if necessary, categorize response as follows)
PARK VISITS 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes Arcadis TVA 10 T©2012. Market Decisions Corporation
14212 - LH/CCH 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 16 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 30 minutes 25 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 31 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 45 minutes 26 Between 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> 46 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 27 More than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 97 (DO NOT READ) Don't know This is all the questions we have for you today/tonight. Thank you for participating in this survey. Your responses will help us to make an accurate prediction of traffic conditions during an emergency situation. If you have any questions about this survey, please feel free to contact
<insert contact name, job title, and phone number/email>.
Arcadis TVA 11 ©20 12. Market Decisions Corporation IlI C)2012. Market Decisions Corporation
0 ARCADIS Appendix F Maps of Average Speed by Hour on Browns Ferry Road Network (Winter Day, Normal Weather, Full EPZ)
Speed Maps - Browns Ferry Winter Day, Normal Weather, Full EPZ Scenario
Evacuation Hour 2
-- , Avg Speed (mph)
Links tIl -<= 0.00
- <= 20.00
<= 40.00
<= 60.00
-- > 60.00 VISUM 11.52 PTV AG BFNSpeedMap.ver lerstellt am: 17.10.2012
)
I t
JiL 1 1) 2 I
I Evacuation Hour 3 (1 !j Avg Speed (mph)
-9 Links
<= 0.00
<= 20.00
<= 40.00
<= 60.00
> 60.00 II' 4~.7 VISUM 11.52 PTV AG BFNSpeedMap.ver erstellt am: 17.10.2012
7B
,. - ) ... , s I*-,-
... Evacuation Hour 4 Avg Speed (mph)
" f'N Links
____ <= 0.00
- <= 20.00
<= 40.00
<= 60.00
- 60.00 VISUM 11.52 PTV AG BFNSpeedMap.ver lerstellt am: 17.10.2012
_ 1 - oo 2; '\ -6oo
- .... _:*** .... *Evacuation Hour 5
- .* *** 3 [Avg Speed (mph)
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-<= 0.00
-<= 20.00 VlSUM11.5 BFSpee~apAvg PTV
) espeedl m (mph)201
<= 40.00
<= 60.00 r ->>60.00 VISUM 11.52 PTV AG IBFN-SpeedMaD.ver Iersteilt am: 17.10.2012
I 4 -\
Evacuation Hour 6 Avg Speed (mph)
-~ Links
-- <= 0.00
-<= 20.00
<= 40.00
<= 60.00
-> 60.00 VISUM 11.52 PTV AG BFN_SpeedMap.ver erstellt am: 17.10.2012
J-J~ -T Evacuation Hour 7 Avg Speed (mph)
Links
<=0.00
- <= 20.00
<= 40.00
<= 60.00
"-'- > 60.00 VISUM 11.52 PTV AG BFN_SpeedMap.ver erstellt am: 17.10.2012