Attachment F_127EAX26Q0086-Amendment 001_Summary Qtys Work Detail_9.22.26.xlsx
XLSX spreadsheet 58 KB Posted
- Attached to
- Solicitation is Restricted to the Current Region 3, Zone 5 FERM BPA Holders - USDA Forest Service
- Solicitation number
- 127EAX26Q0086
- Issued by
-
Department of Agriculture Forest Service
About this file
This is an attachment containing summary quantities and work detail for Amendment 001 to the Barillas Peak Road Reconstruction RFQ on the Santa Fe National Forest. The file is an Excel spreadsheet (127EAX26Q0086-Amendment 001_Summary Qtys Work Detail_9.22.26.xlsx) that provides a detailed breakdown of quantities and work specifications associated with the expanded scope of work released under Amendment 001.
Amendment 001 was released on October 1, 2026, due to additions to the project scope. The updated solicitation timeline requires Requests for Information (RFI) questions to be submitted by October 8, 2026, at 12:00 Noon Mountain Time, with RFQ quotes due by October 15, 2026, at 12:00 Noon Mountain Time. This RFQ is restricted to New Mexico Forest Engineering and Roads Maintenance Blanket Purchase Agreement (NM FERM BPA) Zone 5 contractors only and is set-aside as a Total Small Business Set-Aside under the 237310 NAICS code (Highway, Street, and Bridge Construction) with a small business size standard of $45 million. The work is being executed by the Department of Agriculture Forest Service for the Santa Fe National Forest.
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Summary_Qtys
| Tons of | EACH | SF | EACH | EACH | EACH | EACH | LF | EACH | EACH | SF | EACH | EACH | ||||||||||
| Aggregate | Subbase | Borrow/Fill (Hauled in) | Borrow/Fill (From Area) | Select Borrow | Bedding | Rip Rap (Class 0) | Rip Rap (Class 5) | R/D | G/D | Geogrid | Nonwoven Geotextile | Aprons | Retro Tape | Lead Outs | Turnouts | Brushing | Gates | Angle Iron | Clearing | Locking Posts | J-Hole | |
| 1793 | 1981 | 35 | 206 | 28 | 26 | 446 | 53 | 6 | 3 | 18 | 1960 | 2860 | 2 | 2 | 5 | 2 | 1110 | 2 | 1 | 110 | 2 | 6 |
| Conversion factor from CY to TON for Aggregate and Rip Rap is 1.5 | ||||||||||||||||||||||
| Conversion factor from CY to TON for Bedding is 1.3 | ||||||||||||||||||||||
| Conversion factor form CY to TON for Subbase, Select Borrow, and Borrow/Fill is 1.4 |
| Road Reconditioning | ||||||
| Route | BMP | EMP | ML | Total Mileage | Notes | |
| 66 | 4.75 | 5.52 | 2 | 0.77 | From Isect NFSR 66F to NFSR 66J | |
| 66F | 2.79 | 3.94 | 2 | 1.15 | To first washout coming in from NFSR 83 | |
| 66J | 0 | 0.87 | 2 | 0.87 | From NFSR 66 to NFSR 200L | |
| 83 | 0.02 | 10.47 | 3 | 10.45 | From end of pavement to ML2 section | |
| 83 | 10.47 | 19.39 | 2 | 8.92 | To Isect NFSR 66F | |
| 83Y | 0 | 2.18 | 2 | 2.18 | Both ends intersect NFSR 83 | |
| 83Z | 0 | 1.02 | 2 | 1.02 | From NFSR 83 to lookout tower | |
| 200L | 0 | 2.88 | 2 | 2.88 | From NFSR 83 to Isect NFSR 66J | |
| 203 | 0 | 6.07 | 2 | 6.07 | To Isect NFSR 203JA | |
| 203H | 0.29 | 0.32 | 2 | 0.03 | From MP 0.29 to Isect NFSR 203 | |
| Total Mileage | 34.34 | |||||
| 66 | ||||||
| ML2 | 23.89 | |||||
| ML3 | 10.45 |
NFSR_66
| ROUTE NUMBER | OBJECTID * | BMP/EMP | CONDITION | FEATURE | Needs | NOTES | CY of | EACH | SF | |
| Borrow/Fill (From Area) | Rip Rap (Class 0) | Clearing | ||||||||
| 66 | 683 | 4.75 | - | BOP | - | Begin Road Recondtioning on NFSR 66 at Intersection of NFSR 66J | ||||
| 66 | 276 | 5.26 | ERODING | ROAD EDGE FAILURE | RECONSTRUCT | Reconstruct and armor w/ 2 CY Class 0 | 5 | 2 | ||
| 66 | 515 | 5.48 | ERODING | LOW WATER XING | ARMORING | Reconstruct and armor w/ 10 CY Class 0 | 10 | 1 | ||
| 66 | 514 | 5.65 | NEEDS REPAIR | LOW WATER XING | ARMORING | Remove debris from channel, reconstruct, and install 10 CY Class 0 | 10 | 1 | 100 | |
| 66 | 682 | 5.52 | - | EOP | - | End Road Recondtioning on NFSR 66 at Intersection of NFSR 83 | ||||
| TOTAL | 0.77 | TOTAL | 5 | 22 | 2 | 100 | ||||
| TONS | 7 | 33 | ||||||||
| 1.5 | ||||||||||
| 1.4 | ||||||||||
| 3 | ||||||||||
| 30 |
NFSR_66F
| ROUTE NUMBER | OBJECTID * | BMP/EMP | FEATURE | NOTES |
| 66F | 270 | 2.79 | BOP | Begin Road Reconditioning on NFSR 66F |
| 66F | 679 | 3.94 | EOP | End Road Reconditioning on NFSR 66F |
| TOTAL | 1.15 |
NFSR_66J
| ROUTE NUMBER | OBJECTID * | FEATURE | NOTES | CY of | EACH | |
| BMP/EMP | Rip Rap (Class 0) | |||||
| 66J | 680 | 0.00 | BOP | Begin Road Recondtioning on NFSR 66J | ||
| 66J | 278 | 0.53 | LOW WATER XING | Reconstruct and armor w/ 10 CY Class 0 | 10 | 1 |
| 66J | 681 | 0.86 | EOP | End Road Reconditioning on NFSR 66J | ||
| TOTAL | 0.86 | TOTAL | 10 | 1 | ||
| TONS | 15 | |||||
| 1.5 |
NFSR_83_ML3
| CY of | EACH | EACH | LS | LF | ||||||||||||||
| ROUTE NUMBER | OBJECT ID* | BMP/EMP | CONDITION | FEATURE | MATERIAL | Needs | NOTES | SIZE | Aggregate | Subbase | Select Borrow | Borrow/Fill (From Area) | Rip Rap (Class 0) | R/D | G/D | Gate | Angle Iron | Brushing |
| 83 | 677 | 0.02 | - | BOP | - | - | Begin Road Recondtioning on NFSR 83 ML3 section | - | ||||||||||
| 83 | 292 | - | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 24" | |||||||||||
| 83 | 293 | - | ROLLING DIP | ROAD BASE | NEW ROLLING DIP | Install R/D w/ 10 CY subbase and 5 CY aggregate | - | 5 | 10 | 1 | ||||||||
| 83 | 291 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | 18" | ||||||||||||
| 83 | 295 | - | ROLLING DIP | ROAD BASE | CULVERT INLET/OUTLET CLEANING | Install R/D w/ 10 CY subbase and 5 CY aggregate and clean CMP basin | - | 5 | 10 | 1 | ||||||||
| 83 | 431 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||
| 83 | 434 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||
| 83 | 296 | - | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | - | |||||||||||
| 83 | 297 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | Utilities nearby | 18" | |||||||||||
| 83 | 298 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 20 CY | - | 20 | ||||||||||
| 83 | 299 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 18" | |||||||||||
| 83 | 300 | PLUGGED | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 18" | |||||||||||
| 83 | 301 | PLUGGED | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 18" | |||||||||||
| 83 | 302 | - | OTHER | ROAD BASE | SPOT SURFACING | 20 CY | - | 20 | ||||||||||
| 83 | 303 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | Clean basins | 24" | |||||||||||
| 83 | 304 | PLUGGED | LEAD OFF DITCH | LEAD OUT | MAINTAIN | Maintain Lead out ditch | - | |||||||||||
| 83 | 305 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 24" | |||||||||||
| 83 | 306 | PLUGGED | LEAD OFF DITCH | LEAD OUT | MAINTAIN | Maintain Lead out ditch | - | |||||||||||
| 83 | 307 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 24" | |||||||||||
| 83 | 308 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 36" | |||||||||||
| 83 | 309 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | 4 @ 18” | 18" | |||||||||||
| 83 | 310 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 36" | |||||||||||
| 83 | 311 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 24" | |||||||||||
| 83 | 312 | FAIR | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 24" | |||||||||||
| 83 | 313 | FAILING | OTHER | - | MAINTAIN | Remove sediment & sidecast | SMALL | |||||||||||
| 83 | 314 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 315 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 36" | |||||||||||
| 83 | 316 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 317 | ERODING | CULVERT INLET | - | BASIN CLEANING | Clean ditch and reshape embankment | 36" | |||||||||||
| 83 | 318 | FAILING | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 18" | |||||||||||
| 83 | 320 | FAILING | LEAD OFF DITCH | - | MAINTAIN | Ditch maintenance to CMP as well | SMALL | |||||||||||
| 83 | 321 | FAIR | CULVERT INLET | - | BASIN CLEANING | 2 @ 36” | 36" | |||||||||||
| 83 | 322 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 323 | FAIR | CULVERT INLET | - | BASIN CLEANING | Cut & Fill to repair eroded section. Minor brushing near inlet. | 36" | 10 | ||||||||||
| 83 | 324 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 325 | FAIR | CULVERT INLET | - | BASIN CLEANING | Borrow source ~2 CY Class 0 | 30" | 2 | ||||||||||
| 83 | 432 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 433 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 40 CY | - | 40 | ||||||||||
| 83 | 434 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||
| 83 | 326 | FAIR | CULVERT INLET | - | BASIN CLEANING | Reestablish ditch up road | 24" | |||||||||||
| 83 | 327 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 328 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 329 | FAILING | ROAD EDGE EROSION | - | DITCH | Reestablish ditch on both sides | SMALL | |||||||||||
| 83 | 435 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 330 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 331 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 332 | PLUGGED | CULVERT INLET | - | CULVERT UNPLUGGING | Unplug CMP | 24" | |||||||||||
| 83 | 333 | FAILING | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 24" | |||||||||||
| 83 | 334 | FAILING | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 18" | |||||||||||
| 83 | 436 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 335 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||
| 83 | 336 | FAILING | OTHER | - | DITCH | Reestablish ditch | SMALL | |||||||||||
| 83 | 337 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||
| 83 | 338 | FAILING | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||
| 83 | 339 | FAILING | DITCH | - | DITCH | Reestablish ditch | SMALL | |||||||||||
| 83 | 340 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||
| 83 | 341 | FAILING | DITCH | - | DITCH | Reestablish ditch begin (535’) | SMALL | |||||||||||
| 83 | 342 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 343 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 344 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 345 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 346 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 347 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 348 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 349 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 350 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 351 | ERODING | ROAD EDGE EROSION | RIP RAP | REPAIR | Reshape to positively drain. Add 10 CY of Class 0 rip rap to turnout | SMALL | 10 | ||||||||||
| 83 | 352 | FAILING | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 18" | |||||||||||
| 83 | 353 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||
| 83 | 354 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||||
| 83 | 355 | GOOD | CULVERT INLET | - | MAINTAIN | - | 18" | |||||||||||
| 83 | 437 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | Begin spot surfacing, 80 CY | - | 80 | ||||||||||
| 83 | 368 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 40 CY | - | 40 | ||||||||||
| 83 | 356 | GOOD | CULVERT INLET | - | MAINTAIN | - | 24" | |||||||||||
| 83 | 357 | ERODING | MEDIUM DRAINAGE | ROAD BASE | ARMORING | Armor embankment w/ select borrow, drain to CMP at OBJECTID 356 | MEDIUM | 20 | ||||||||||
| 83 | 438 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 439 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 358 | GOOD | CULVERT INLET | - | MAINTAIN | - | 24" | |||||||||||
| 83 | 359 | GOOD | CULVERT INLET | - | MAINTAIN | - | 24" | |||||||||||
| 83 | 369 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 40 CY | - | 40 | ||||||||||
| 83 | 440 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 20 CY | - | 20 | ||||||||||
| 83 | 370 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 360 | GOOD | CULVERT INLET | - | MAINTAIN | - | 24" | |||||||||||
| 83 | 361 | GOOD | CULVERT INLET | - | MAINTAIN | - | 24" | |||||||||||
| 83 | 362 | GOOD | CULVERT INLET | - | MAINTAIN | - | 24" | |||||||||||
| 83 | 363 | FAILING | ROAD EDGE EROSION | RIP RAP | ARMORING | MEDIUM | 10 | |||||||||||
| 83 | 371 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | Begin spot surfacing, 50 CY | - | 50 | ||||||||||
| 83 | 372 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 441 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 30 CY | - | 30 | ||||||||||
| 83 | 442 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 443 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 444 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 445 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 446 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 447 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 448 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 373 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 430 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 25 CY | - | 25 | ||||||||||
| 83 | 374 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 50 CY | - | 50 | ||||||||||
| 83 | 449 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 450 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 451 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 20 CY | - | 20 | ||||||||||
| 83 | 452 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 453 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||
| 83 | 454 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 455 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 456 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||
| 83 | 375 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 457 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||
| 83 | 458 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 459 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 376 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 25 CY | - | 25 | ||||||||||
| 83 | 377 | DAMAGED | CATTLEGUARD | STEEL | REPAIR | Repair or replace angle iron, 15’ x 2” x 2” | OTHER | 1 | ||||||||||
| 83 | 460 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | Begin spot surfacing, 100 CY | - | 100 | ||||||||||
| 83 | 378 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 40 CY | OTHER | 40 | ||||||||||
| 83 | 461 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | End spot surfacing | - | |||||||||||
| 83 | 462 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 463 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 464 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 465 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | Begin spot surfacing, 100 CY | - | 100 | ||||||||||
| 83 | 466 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | End spot surfacing | - | |||||||||||
| 83 | 467 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | Begin spot surfacing, 100 CY | - | 100 | ||||||||||
| 83 | 468 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | End spot surfacing | - | |||||||||||
| 83 | 469 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | Begin spot surfacing, 60 CY | - | 60 | ||||||||||
| 83 | 470 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | End spot surfacing | - | |||||||||||
| 83 | 471 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 472 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 473 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 381 | DAMAGED | OTHER | STEEL | INSTALL GATE | Remove, dispose, and replace w/ Contractor furnished gate | - | - | 1 | |||||||||
| 83 | 382 | FAILING | GRADE DIP | - | INSTALL | Install grade dip | SMALL | 1 | ||||||||||
| 83 | 474 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 5 CY | - | 5 | ||||||||||
| 83 | 475 | ERODING | OTHER | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||
| 83 | 684 | 10.47 | - | EOP | - | - | End Road Reconditioning on NFSR 83 ML3 section | - | ||||||||||
| TOTAL | 10.45 | TOTAL | 1195 | 20 | 20 | 2 | 20 | 2 | 1 | 1 | 1 | 10 | ||||||
| Tons | 1792.5 | 28 | 28 | 2.8 | 30 | |||||||||||||
| 1.5 | ||||||||||||||||||
| 1.4 |
NFSR_83_ML2
| CY of | EACH | SF | EACH | EACH | EACH | EACH | ||||||||||||||||
| ROUTE NUMBER | OBJECTID * | BMP/EMP | CONDITION | FEATURE | MATERIAL | Needs | NOTES | SIZE | Subbase | Borrow/Fill (Hauled In) | Borrow/Fill (From Area) | Bedding | Rip Rap (Class 0) | Rip Rap (Class 5) | R/D | G/D | Geogrid | Nonwoven Geotextile | Aprons | Retro Tape | L.O. | |
| 83 | 685 | 10.47 | - | BOP | - | - | Begin Road Reconditioning ML2 section | |||||||||||||||
| 83 | 383 | OTHER | OTHER | OTHER | GRADE DIP | Install GD w/ L.O. and 10 CY riprap | OTHER | 10 | 1 | 1 | ||||||||||||
| 83 | 384 | - | STAGING | - | - | Staging area | - | |||||||||||||||
| 83 | 385 | - | - | SUBBASE | RESHAPE | 40 CY, touch up to corral, ~300’ | - | 40 | ||||||||||||||
| 83 | 386 | ERODING | SOGGY | SUBBASE | NEW ROLLING DIP | Construct | OTHER | 10 | 20 | 1 | ||||||||||||
| 83 | 387 | ERODING | SOGGY | SUBBASE | ARMORING | 14’ w x 140’ l section. Armor w/ geogrid & non-woven geotextile. 60 CY subbase, 60 CY Class 0 | MEDIUM | 60 | 60 | 1960 | 1960 | |||||||||||
| 83 | 388 | FAILING | CULVERT INLET | - | CULVERT INLET/OUTLET CLEANING | - | 18" | |||||||||||||||
| 83 | 389 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||||||
| 83 | 390 | PLUGGED | ROLLING DIP | - | MAINTAIN | Clean R/D w/ L.O. | SMALL | |||||||||||||||
| 83 | 391 | ERODING | ROAD EDGE EROSION | - | ROAD EDGE ARMORING | Use material in ditch to repair embankment | SMALL | |||||||||||||||
| 83 | 392 | PLUGGED | CULVERT INLET | - | CULVERT UNPLUGGING | Clean basin, 20’ l | 18" | |||||||||||||||
| 83 | 393 | FAILING | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||||||
| 83 | 394 | FAILING | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||||||
| 83 | 395 | ERODING | ROAD EDGE EROSION | - | OTHER | Use material from ditch/basin to repair. | SMALL | |||||||||||||||
| 83 | 396 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||||||
| 83 | 397 | ERODING | ROAD EDGE EROSION | RIP RAP | ROAD EDGE ARMORING | 5 CY Class 0 | SMALL | 5 | ||||||||||||||
| 83 | 398 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 18" | |||||||||||||||
| 83 | 399 | OTHER | ROLLING DIP | SUBBASE | NEW ROLLING DIP | 5 CY Borrow, 5 CY Subbase | - | 5 | 5 | |||||||||||||
| 83 | 400 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 5 CY | SMALL | 5 | ||||||||||||||
| 83 | 401 | FAIR | LOW WATER XING | OTHER | ARMORING | G/D, 10 CY Class 0 | SMALL | 10 | 1 | |||||||||||||
| 83 | 402 | ERODING | ROAD EDGE EROSION | SUBBASE | SPOT SURFACING | 16’ w x 150’x 4”, 60 CY subbase | MEDIUM | 60 | ||||||||||||||
| 83 | 403 | FAILING | ROLLING DIP | SUBBASE | RESHAPE | Reshape to drain, 5 CY to cover boulder | SMALL | 5 | ||||||||||||||
| 83 | 597 | FAILING | ROAD EDGE EROSION | RIP RAP | ARMORING | Repair embankment and armor w/ 5 CY of Class 5, use fabric | - | 5 | 5 | 300 | ||||||||||||
| 83 | 367 | ERODING | CULVERT INLET | BEDDING | ARMORING | Reset squash pipe w/ bedding, install aprons, and Class 5 riprap (w/ nonwoven fabric) | 95" x 67" x 40" | 0 | 10 | 20 | 30 | 600 | 2 | |||||||||
| 83 | 138 | - | CULVERT | - | BASIN CLEANING | CMP basin needed at inlet. | 18" | |||||||||||||||
| 83 | 476 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 477 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 478 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||||||
| 83 | 479 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 480 | - | OTHER | - | RESHAPE | Widen, side cast branches/debris, borrow material and cut slope back | - | |||||||||||||||
| 83 | 404 | PLUGGED | CULVERT INLET | - | BASIN CLEANING | 12”-14” d trees, Remove and scatter smaller stuff, use larger as grade control | 24" | |||||||||||||||
| 83 | 405 | ERODING | ROLLING DIP | SUBBASE | NEW ROLLING DIP | 5 CY Borrow, 5 CY Subbase | SMALL | 5 | 5 | 1 | ||||||||||||
| 83 | 481 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 20 CY | - | 20 | ||||||||||||||
| 83 | 406 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 40 CY | - | 40 | ||||||||||||||
| 83 | 407 | - | OTHER | - | - | Turn around | - | |||||||||||||||
| 83 | 139 | POOR | CULVERT | - | BASIN CLEANING | Clean basin and leave large trees. | 18" | |||||||||||||||
| 83 | 408 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 30 CY | SMALL | 30 | ||||||||||||||
| 83 | 409 | - | GATE | STEEL | RETRO TAPE | Intall retroreflective tape | - | 1 | ||||||||||||||
| 83 | 482 | - | OTHER | - | - | Staging area | - | |||||||||||||||
| 83 | 483 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 484 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 30 CY | - | 30 | ||||||||||||||
| 83 | 485 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 20 CY | - | 20 | ||||||||||||||
| 83 | 486 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 487 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||||||
| 83 | 488 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||||||
| 83 | 429 | ERODING | OTHER | - | SPOT SURFACING | 20 CY | - | 20 | ||||||||||||||
| 83 | 428 | ERODING | OTHER | - | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 503 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 427 | ERODING | OTHER | SUBBASE | SPOT SURFACING | Begin spot surfacing, 60 CY | - | 60 | ||||||||||||||
| 83 | 504 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 505 | FAIR | LOW WATER XING | - | ARMORING | 10 CY Class 0 | - | 10 | 1 | |||||||||||||
| 83 | 506 | - | OTHER | - | OTHER | Curve widening | - | |||||||||||||||
| 83 | 418 | FAILED | GATE | - | RETRO TAPE | Install retroreflective tape | - | 1 | ||||||||||||||
| 83 | 268 | ERODING | LOW WATER XING | RIP RAP | ARMORING | 5 CY | SMALL | 5 | 1 | |||||||||||||
| 83 | 269 | - | LOW WATER XING | RIP RAP | ARMORING | 10 CY | - | 10 | 1 | |||||||||||||
| 83 | 419 | ERODING | OTHER | SUBBASE | SPOT SURFACING | Begin spot surfacing, 80 CY | - | 80 | ||||||||||||||
| 83 | 507 | ERODING | OTHER | SUBBASE | SPOT SURFACING | End spot surfacing | - | |||||||||||||||
| 83 | 508 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||||||
| 83 | 509 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 421 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 20 CY | - | 20 | ||||||||||||||
| 83 | 422 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 15 CY | - | 15 | ||||||||||||||
| 83 | 423 | ERODING | OTHER | SUBBASE | SPOT SURFACING | Begin spot surfacing, 40 CY | - | 40 | ||||||||||||||
| 83 | 510 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 30 CY | - | 30 | ||||||||||||||
| 83 | 424 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 20 CY | - | 20 | ||||||||||||||
| 83 | 425 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 511 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 426 | ERODING | OTHER | SUBBASE | SPOT SURFACING | 10 CY | - | 10 | ||||||||||||||
| 83 | 678 | 19.39 | - | EOP | - | - | End Road Reconditioning NFSR 83 ML2 section @ isect NFSR 66F | - | ||||||||||||||
| TOTAL | 8.92 | TOTAL | 795 | 25 | 20 | 20 | 110 | 35 | 2 | 1 | 1960 | 2860 | 2 | 2 | 1 | 4 | ||||||
| TONS | 1113 | 35 | 28 | 26 | 165 | 52.5 | ||||||||||||||||
| 1.5 | ||||||||||||||||||||||
| 1.4 | ||||||||||||||||||||||
| 1.3 | ||||||||||||||||||||||
| 157.5 | ||||||||||||||||||||||
| 7.5 |
NFSR_83Q
| EACH | ||||||
| ROUTE NUMBER | OBJECTID * | FEATURE | MATERIAL | NEEDS | NOTES | Gate |
| 83Q | 364 | GATE | STEEL | INSTALL | Install 16' Gate w/ locking posts, and retroreflective tape. | 1 |
| TOTAL | 1 |
NFSR_83Y
| CY of | EACH | EACH | |||||||||
| ROUTE NUMBER | OBJECTID * | BOP/EMP | CONDITION | FEATURE | MATERIAL | Needs | NOTES | SIZE | Rip Rap (Class 0) | Locking Posts | |
| 83Y | 687 | 0.00 | - | BOP | - | - | Begin Road Reconditioning on NFSR 83Y at isect NFSR 83 MP 15.83 | - | |||
| 83Y | 409 | FAILED | GATE | STEEL | INSTALL | Install retroreflective tape and locking post. | - | 1 | |||
| 83Y | 410 | OTHER | LOW WATER XING | RIP RAP | ARMORING | 14' x 25', 5 CY Class 0 | CLASS 0 | 10 | 1 | ||
| 83Y | 411 | OTHER | LOW WATER XING | RIP RAP | ARMORING | 16’ x 25’, 5 CY Class 0 | CLASS 1 | 10 | 1 | ||
| 83Y | 412 | ERODING | LOW WATER XING | BORROW | RESHAPE | Cut/Fill/Borrow | SMALL | 5 | 1 | ||
| 83Y | 413 | ERODING | LOW WATER XING | RIP RAP | ARMORING | 5 CY | CLASS 0 | 5 | 1 | ||
| 83Y | 414 | ERODING | LOW WATER XING | RIP RAP | ARMORING | 5 CY | CLASS 0 | 5 | 1 | ||
| 83Y | 415 | ERODING | LOW WATER XING | RIP RAP | ARMORING | 10 CY | CLASS 0 | 5 | 1 | ||
| 83Y | 416 | ERODING | LOW WATER XING | RIP RAP | ARMORING | 5 CY | CLASS 0 | 5 | 1 | ||
| 83Y | 144 | DAMAGED | ROAD EDGE | REMOVE | REPAIR | 3 large drainages crossing the road. Medium amounts of rock blocking the road. UNPASSABLE. (Not verified.) | - | ||||
| 83Y | 143 | ERODING | ROAD EDGE | BORROW | RESHAPE | Borrow source unidentified, but may use from purchased material. | SMALL | ||||
| 83Y | 417 | FAILED | GATE | STEEL | INSTALL | Install retroreflective tape and locking post. | - | 1 | |||
| 83Y | 686 | 2.18 | - | EOP | - | - | End Road Reconditioning on NFSR 83Y at isect NFSR 83 MP 17.24 | - | |||
| TOTAL | 2.18 | TOTAL | 45 | 7 | 2 | ||||||
| TONS | 67.5 | ||||||||||
| 1.5 |
NFSR_83Z
| CY of | LF of | EACH | |||||||||
| ROUTE NUMBER | OBJECTID * | BOP/EMP | CONDITION | FEATURE | MATERIAL | Needs | NOTES | SIZE | Subbase | Brushing | Turnout |
| 83Z | 688 | 0.00 | - | BOP | - | - | Begin Road Reconditioning on NFSR 83Z | - | |||
| 83Z | 366 | OTHER | DOWNED TREE | - | TREE REMOVAL | Remove tree and install TURNOUT | MEDIUM | 1 | |||
| 83Z | 489 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | Begin spot gravel, 200 CY | - | 200 | |||
| 83Z | 490 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | End spot gravel, 200 CY | - | ||||
| 83Z | 491 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | |||
| 83Z | 492 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | 40 CY | - | 40 | |||
| 83Z | 493 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | |||
| 83Z | 494 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | |||
| 83Z | 495 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | |||
| 83Z | 496 | - | BOULDER | - | REMOVE | Large boulder in traveled way | LARGE | ||||
| 83Z | 497 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | Begin spot surfacing, 60 CY | - | 60 | |||
| 83Z | 498 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | Begin spot surfacing, 220 CY | - | 220 | |||
| 83Z | 499 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | End spot surfacing | - | ||||
| 83Z | 500 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | 30 CY | - | 30 | |||
| 83Z | 501 | ERODING | ROAD | ROAD BASE | SPOT SURFACING | 10 CY | - | 10 | |||
| 83Z | 502 | FAIR | VEGETATION | - | BRUSHING | Brushing both sides, 200 ft | - | 200 | |||
| 83Z | 689 | 1.02 | - | EOP | - | - | End Road Reconditioning on NFSR 83Z | - | |||
| TOTAL | 1.02 | TOTAL | 600 | 200 | 1 | ||||||
| TONS | 840 | ||||||||||
| 1.4 |
NFSR_200L
| CY of | EACH | |||||||||
| ROUTE NUMBER | OBJECTID * | BOP/EMP | CONDITION | FEATURE | MATERIAL | NEEDS | NOTES | SIZE | RIP RAP (Class 0) | |
| 200L | 691 | 0.00 | - | BOP | - | - | Begin Road Reconditioning on NFSR 200L at isect NFSR 83 MP 13.75 | - | ||
| 200L | 135 | GOOD | CULVERT | - | CLEAN | Inlet basin needs cleaning | 24" | |||
| 200L | 136 | POOR | LOW WATER XING | RIPRAP | INSTALL | verify status of location | SMALL | 10 | 1 | |
| 200L | 282 | FAIR | LOW WATER XING | RIPRAP | ARMORING | 30x10 at crossing | SMALL | 10 | 1 | |
| 200L | 281 | FAILING | ROAD EDGE FAILURE | RIPRAP | ARMORING | 36lx20d armoring of 36" boulders | SMALL | 10 | ||
| 200L | 280 | FAILING | LOW WATER XING | RIPRAP | ARMORING | large 36" Boulders at downstream outlet 20lx15d. | - | 10 | 1 | |
| 200L | 279 | FAIR | LOW WATER XING | RIPRAP | ARMORING | armor downstream of crossing 15x20 | - | 10 | 1 | |
| 200L | 690 | 2.88 | - | EOP | - | - | End Road Reconditioning on NFSR 200L at isect NFSR 66J MP 0.86 | - | ||
| TOTAL | 2.88 | TOTAL | 50 | 4 | ||||||
| TONS | 75 | |||||||||
| 1.5 |
| 60 |
| 15 |
NFSR_203
| CY of | EACH | LF | EACH | SF | ||||||||||||
| ROUTE NUMBER | OBJECTID * | BMP/EMP | CONDITION | FEATURE | MATERIAL | Needs | NOTES | SIZE | Borrow/Fill (From Area) | Rip Rap (Class 0) | G/D | R/D | L.O. | Brushing | Turnout | Clearing |
| 203 | 676 | 0.00 | - | BOP | - | - | Begin Road Reconditioning NFSR 203 at isect NFSR 83 MP 9.25 | - | ||||||||
| 203 | 516 | FAILING | ROLLING DIP | - | Maintain. | Maintain lead out and dip for positive drainage | - | |||||||||
| 203 | 517 | FAILING | ROLLING DIP | - | Maintain. | Maintain lead out and dip | - | |||||||||
| 203 | 518 | FAILING | LEAD OFF DITCH | - | Maintain. | Maintain lead outs in this area | - | |||||||||
| 203 | 519 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and leadouts | - | |||||||||
| 203 | 520 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and lead out | - | |||||||||
| 203 | 521 | FAILING | ROLLING DIP | - | RESHAPE | Reshape template in this area to positively drain. Maintain dip and lead out. | - | |||||||||
| 203 | 522 | FAILING | ROLLING DIP | - | RESHAPE | Reshape template to positively drain. Maintain dip and lead out. | - | |||||||||
| 203 | 523 | FAILING | LEAD OFF DITCH | - | Maintain. | Maintain. | - | |||||||||
| 203 | 524 | FAILING | ROLLING DIP | - | Maintain. | Maintain section to positively drain. Maintain dip and lead out. | - | |||||||||
| 203 | 525 | FAILING | ROLLING DIP | - | Maintain. | Maintain to positively drain. Maintain lead out and dip. | - | |||||||||
| 203 | 526 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and lead out | - | |||||||||
| 203 | 527 | FAILED | LEAD OFF DITCH | - | INSTALL | Install new lead out to drain away from road. | - | 1 | ||||||||
| 203 | 528 | FAILED | ROLLING DIP | - | RESHAPE | Maintain dip and maintain lead out. | - | |||||||||
| 203 | 529 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and lead out. | - | |||||||||
| 203 | 530 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and lead out. | - | |||||||||
| 203 | 531 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and lead out. | - | |||||||||
| 203 | 532 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and lead out. | - | |||||||||
| 203 | 533 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and lead out. | - | |||||||||
| 203 | 590 | - | STAGING AREA | - | - | Staging area. | ||||||||||
| 203 | 534 | FAILING | ROLLING DIP | - | Maintain. | Maintain dip and lead out. | - | |||||||||
| 203 | 535 | FAILING | GRADE DIP | - | RESHAPE | Maintain Grade dip and lead out | - | |||||||||
| 203 | 536 | FAILING | LEAD OFF DITCH | - | Maintain. | Maintain lead out | - | |||||||||
| 203 | 537 | FAILING | LEAD OFF DITCH | - | Maintain. | Maintain. | - | |||||||||
| 203 | 538 | FAILING | GRADE DIP | - | INSTALL G/D | Intstall grade dip w/ lead out. | - | 1 | 1 | |||||||
| 203 | 539 | FAILING | ROLLING DIP | - | RESHAPE | Reshape template to positively drain. Maintain lead out. | - | |||||||||
| 203 | 540 | FAILING | LEAD OFF DITCH | - | Maintain. | Maintain | - | |||||||||
| 203 | 541 | FAILING | LEAD OFF DITCH | - | Maintain. | Maintain. | - | |||||||||
| 203 | 542 | FAILING | LEAD OFF DITCH | - | Maintain. | Maintain. | - | |||||||||
| 203 | 543 | FAILED | LEAD OFF DITCH | - | INSTALL | Install lead out ditch. | - | 1 | ||||||||
| 203 | 544 | PLUGGED | CATTLEGUARD | - | Maintain. | Maintain. | - | |||||||||
| 203 | 128 | - | - | - | DIP | - | - | |||||||||
| 203 | 127 | - | - | - | DIP | - | - | |||||||||
| 203 | 545 | FAILED | LEAD OFF DITCH | - | - | Reestablish ditch to CMP. | - | |||||||||
| 203 | 546 | OTHER | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||
| 203 | 126 | - | - | - | DIP | - | - | |||||||||
| 203 | 547 | FAIR | CULVERT INLET | - | BASIN CLEANING | Maintain ditch from previous CMP to this one. | 18" | |||||||||
| 203 | 548 | - | BORROW | BORROW | - | Fill dirt borrow source. | - | 5 | ||||||||
| 203 | 594 | - | BORROW | BORROW | - | Borrow Source | MEDIUM | 10 | ||||||||
| 203 | 125 | FAILING | ROLLING DIP | - | NEW ROLLING DIP | Reshape | - | |||||||||
| 203 | 124 | - | BASIN | - | INLET BASIN CLEANING | 20x10 | - | |||||||||
| 203 | 123 | - | BASIN | - | INLET BASIN CLEANING | 20x10 | - | |||||||||
| 203 | 549 | FAILING | ROLLING DIP | - | - | Maintain. | - | |||||||||
| 203 | 122 | - | - | - | - | 24" | - | |||||||||
| 203 | 120 | POOR | BASIN | - | BASIN CLEANING | Basin filled with sediment. | - | |||||||||
| 203 | 121 | FAIR | BASIN | - | BASIN CLEANING | - | 24" | |||||||||
| 203 | 550 | FAILING | ROAD EDGE EROSION | BORROW | ROAD EDGE ARMORING | 10 CY, borrow from surrounding area. | - | 10 | ||||||||
| 203 | 551 | FAILING | ROAD EDGE EROSION | BORROW | ROAD EDGE ARMORING | Borrow rock here and mix with previously found dirt pile. Remove organic material prior to placement. Reshape embankment. | MEDIUM | 10 | ||||||||
| 203 | 552 | SEVERE | CULVERT OUTLET | - | ROAD EDGE ARMORING | 4 CMPs. Clean basin. Armor and rebuild embankment. Remove and dispose of tires off FS land. Remove trees, buck and scatter. | LARGE | 30 | ||||||||
| 203 | 118 | - | BASIN | - | INLET BASIN CLEANING | Extremely large basin completely filled in. Will need lots of digging to find inlet. | - | |||||||||
| 203 | 553 | SEVERE | ROAD EDGE EROSION | BORROW | ROAD EDGE ARMORING | Use berm and borrow to fill eroded section. | MEDIUM | 5 | ||||||||
| 203 | 554 | SEVERE | CULVERT INLET | - | BASIN CLEANING | Culvert plugged and VERY DEEP. Heavy mtc required. | - | |||||||||
| 203 | 117 | - | BASIN | - | INLET BASIN CLEANING | May be duplicate w/ OBJECTID 554 | - | |||||||||
| 203 | 116 | - | BASIN | - | BASIN CLEANING | Clean drop inlet and basin. | - | |||||||||
| 203 | 114 | FAILING | BASIN | - | BASIN CLEANING | 20x20 | 24" | |||||||||
| 203 | 115 | SEVERE | ROAD EDGE EROSION | BORROW | ROAD EDGE ARMORING | Use berm to fill. | - | 5 | ||||||||
| 203 | 555 | SEVERE | - | BORROW | REPAIR | Use berms and borrow to fill eroded section of roadway. Reestablish ditch. | MEDIUM | 5 | ||||||||
| 203 | 556 | POOR | BORROW | BORROW | - | Small borrow for erosion noted previously. | SMALL | 5 | ||||||||
| 203 | 113 | FAILED | DROP INLET | - | REPAIR | Reset drop inlet | - | |||||||||
| 203 | 112 | - | - | - | - | - | - | |||||||||
| 203 | 111 | - | BASIN | - | - | 20x20 | - | |||||||||
| 203 | 557 | FAILING | ROAD EDGE EROSION | - | ROAD EDGE ARMORING | Repair eroded section | SMALL | |||||||||
| 203 | 558 | SEVERE | ROAD EDGE EROSION | - | ROAD EDGE ARMORING | Remove tires and trash off FS land. Fill eroded section with borrow. 3’ d x 2.5’ w x 43' l | MEDIUM | 15 | ||||||||
| 203 | 559 | - | TURNOUT | - | INSTALL | Install turnout, use material generated as borrow source | SMALL | 10 | 1 | |||||||
| 203 | 110 | - | - | - | - | - | - | |||||||||
| 203 | 109 | - | - | - | - | - | - | |||||||||
| 203 | 108 | FAILING | ROLLING DIP | - | Maintain. | Maintain R/D | - | |||||||||
| 203 | 560 | SEVERE | LEAD OFF DITCH | - | Maintain. | Reshape to positively drain w/ lead out. | - | |||||||||
| 203 | 561 | FAILING | ROLLING DIP | - | Maintain. | Maintain R/D and lead out. Reestablish ditch and use material on road. | - | |||||||||
| 203 | 562 | POOR | VEGETATION | - | BRUSHING | Begin roadside brushing/clearing. | - | |||||||||
| 203 | 563 | POOR | VEGETATION | - | BRUSHING | End brushing. | - | 280 | ||||||||
| 203 | 564 | POOR | VEGETATION | - | BRUSHING | Begin brushing. Scatter downhill. | - | |||||||||
| 203 | 565 | POOR | VEGETATION | - | BRUSHING | End brushing. | - | 185 | ||||||||
| 203 | 566 | POOR | VEGETATION | - | BRUSHING | Begin brushing. | - | |||||||||
| 203 | 567 | POOR | VEGETATION | - | BRUSHING | End brushing. | - | 305 | ||||||||
| 203 | 107 | - | CULVERT | - | BASIN CLEANING | Basin cleaning 10x10 | - | |||||||||
| 203 | 568 | - | DITCH | - | Maintain. | Begin ditch heavy mtc. | - | |||||||||
| 203 | 569 | - | DITCH | - | Maintain. | End ditch heavy mtc. | - | |||||||||
| 203 | 106 | FAIR | CULVERT | - | BASIN CLEANING | Basin cleaning 10x10 | 24" | |||||||||
| 203 | 570 | FAILING | DITCH | - | Maintain. | Begin ditch heavy mtc. | - | |||||||||
| 203 | 571 | - | DITCH | - | Maintain. | End ditch heavy mtc. | - | |||||||||
| 203 | 105 | - | ROAD EDGE FAILURE | - | - | - | - | |||||||||
| 203 | 104 | FAILING | ROAD EDGE FAILURE | - | ROAD EDGE ARMORING | Armor w/ 10 CY Class 0. | SMALL | 10 | ||||||||
| 203 | 572 | - | DOWNED TREE | - | TREE REMOVAL | Remove fallen (both side) and two small standing trees. | 24" | 10 | 10 | |||||||
| 203 | 573 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||
| 203 | 574 | FAILING | DITCH | - | - | Begin ditching. | - | |||||||||
| 203 | 576 | FAILING | OUTSLOPE | - | - | Begin to outslope. Generate material to fill eroded sections on traveled way. | - | |||||||||
| 203 | 575 | - | DITCH | - | - | End ditch | - | |||||||||
| 203 | 577 | - | BERM | - | - | Use berm. | - | |||||||||
| 203 | 578 | - | BORROW | - | - | Borrow source. | MEDIUM | |||||||||
| 203 | 579 | SEVERE | ROAD EDGE EROSION | - | REPAIR | Use to fill eroded area | - | |||||||||
| 203 | 103 | - | ROAD EDGE FAILURE | - | - | - | - | |||||||||
| 203 | 580 | FAILING | CULVERT INLET | - | BASIN CLEANING | Jack out inlet and maintain basin. | 18" | |||||||||
| 203 | 581 | FAIR | CULVERT INLET | - | BASIN CLEANING | Remove trees/debris. Scatter downhill. | 18" | 20 | ||||||||
| 203 | 582 | FAIR | CULVERT INLET | - | BASIN CLEANING | - | 24" | |||||||||
| 203 | 584 | FAILING | ROAD EDGE EROSION | - | REPAIR | Construct ditch left for 75’ from intersection down to CMP. Use knob on corner of isect to build R/D on NFSR 203H and fill erosion around area. | - | 1 | ||||||||
| 203 | 583 | FAIR | CULVERT INLET | - | BASIN CLEANING | Maintain. | - | |||||||||
| 203 | 102 | - | - | - | - | Begin rocky steep segment of road | - | |||||||||
| 203 | 586 | FAILING | LEAD OFF DITCH | - | - | Maintain. | - | |||||||||
| 203 | 587 | ERODING | OTHER | - | SPOT SURFACING | 40 CY borrow/fill and brushing. | - | 40 | 100 | |||||||
| 203 | 675 | 6.07 | - | EOP | - | - | End Road Reconditioning on NFSR 203 at isect NFSR 203JA | |||||||||
| TOTAL | 6.07 | TOTAL | 120 | 40 | 1 | 1 | 3 | 900 | 1 | 10 | ||||||
| TONS | 168 | 60 | ||||||||||||||
| 1.5 | ||||||||||||||||
| 1.4 |
NFSR_203H
| ROUTE NUMBER | OBJECTID * | CONDITION | FEATURE | MATERIAL | Needs | NOTES | SIZE | R/D | L.O. |
| 203H | 585 | ERODING | - | - | ROLLING DIP | Install R/D w/ L.O. | - | 1 | 1 |
| TOTAL | 1 | 1 |
File details come from the government source that posted it. Updated .