Appendix_4_-DesignRoadFlexibleCBR_2.xls
XLS spreadsheet 68 KB Posted
- Attached to
- Base-wide Underground Water Distribution and base-wide roadway paving and repair at work site.
- Solicitation number
- W91238-18-R-0002
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Attachment 7 Design Road CBR
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Data
| Design Name : | FY13-PAVING | |||||||||||||||||||||
| Design Type : | Roads | |||||||||||||||||||||
| Pavement Type : | Flexible | |||||||||||||||||||||
| Traffic Area : | N/A | |||||||||||||||||||||
| Road Type : | Road | |||||||||||||||||||||
| Terrain Type : | Flat | |||||||||||||||||||||
| Analysis Type : | CBR | |||||||||||||||||||||
| Depth of Frost (in) : | 0 | |||||||||||||||||||||
| SCI : | 0 | |||||||||||||||||||||
| Wander Width (in) : | 33.35 | |||||||||||||||||||||
| % Load Transfer : | 0 | |||||||||||||||||||||
| Effective K (pci) : | 0 | |||||||||||||||||||||
| Reduced Sub Effective K (pci) : | 0 | |||||||||||||||||||||
| Layers Count : | 4 | |||||||||||||||||||||
| Seasons Count : | 1 | |||||||||||||||||||||
| Joint Spacing : | 0 | |||||||||||||||||||||
| Dowel Spacing : | 0 | |||||||||||||||||||||
| Dowel Length : | 0 | |||||||||||||||||||||
| Dowel Diameter: | 0 | |||||||||||||||||||||
| Layer Type | Material Type | Frost Code | Moisture Content | Dry Weight (lb/cu ft) | Density (lb/cu ft) | Flexural Strength (psi) | CrCb | % Steel | Analysis | Minimum Thickness (in) | Required Thickness (in) Above Layer | Non frost Design Thickness (in) | Equivalent Thickness (in) | Reduced Subgrade Strength (in) | Limited Subgrade Penetration (in) | Calculate at this Depth | Base Equivalency factor | Subbase Equivalency Factor | CBR Strength | Modulus (psi) | Pr | Slip |
| Asphalt | Asphalt | NFS | 0 | 145 | 0 | 0 | 0 | 0 | Manual | 3.5 | 0 | 3 | 3 | 0 | 0 | No | 1.15 | 2.3 | 0 | 350000 | 0.35 | 0 |
| Base | Unbound Crushed Stone | NFS | 5 | 135 | 0 | 0 | 0 | 0 | Compute | 4 | 0 | 5.43 | 9.86 | 0 | 0 | N\A | 1 | 2 | 100 | 61000 | 0.35 | 0 |
| Subbase | Unbound Aggregate | NFS | 8 | 125 | 0 | 0 | 0 | 0 | Manual | 4 | 6.74 | 5 | 14.86 | 0 | 0 | N\A | 1 | 1 | 20 | 24000 | 0.35 | 0 |
| Natural Subgrade | Cohesive Cut | NFS | 18 | 100 | 0 | 0 | 0 | 0 | Manual | 0 | 14.86 | 0 | 0 | 0 | 0 | No | 1 | 1 | 7 | 15000 | 0.4 | 0 |
| Pattern Name : | TRACY | |||||||||||||||||||||
| AnalysisType : | Mixed | |||||||||||||||||||||
| Pavement Type : | Flexible | |||||||||||||||||||||
| Subgrade Category : | Cat C | |||||||||||||||||||||
| Traffic Area : | Area A | |||||||||||||||||||||
| Traffic Count : | 18 | |||||||||||||||||||||
| Vehicles | Weight (lb) | Passes per Life Span | Equivalent Passes | |||||||||||||||||||
| AXLE, 18 KIP | 18000 | 273750 | 1 | |||||||||||||||||||
| CAR - PASSENGER | 3000 | 12550000 | 1 | |||||||||||||||||||
| CMP 60 FORKLIFT | 33050 | 273750 | 273750 | |||||||||||||||||||
| JLG 60HTH BOOM AERIAL LIFT | 28130 | 25000 | 1 | |||||||||||||||||||
| JLG 150HAX - ENGINE POWER BOOM W/AXLES EXTENDED | 57000 | 25000 | 95662 | |||||||||||||||||||
| JLG 60HT BOOM AERIAL LIFT | 33570 | 25000 | 2 | |||||||||||||||||||
| M1078 2-1/2 TON CARGO TRUCK 4 X 4 | 22740 | 273750 | 1 | |||||||||||||||||||
| M35A2,2.5-TON CARGO TRUCK, 6*6 | 18800 | 273750 | 1 | |||||||||||||||||||
| M977,HEMTT, 10-TON CARGO TRUCK, 8*8 | 62000 | 273750 | 33 | |||||||||||||||||||
| M978, HEMTT, 10-TON FUEL TRUCK, 8*8 | 59000 | 273750 | 2 | |||||||||||||||||||
| M983 HEMTT W/XM860A1 TRAILER | 81483 | 273750 | 5 | |||||||||||||||||||
| P-23 CRASH TRUCK (FIRE TRUCK) | 77880 | 10000 | 489 | |||||||||||||||||||
| TRUCK, 2 AXLE 6 TIRE | 25000 | 10000 | 1 | |||||||||||||||||||
| TRUCK, 3 AXLE | 35000 | 250000 | 1 | |||||||||||||||||||
| TRUCK, 4 AXLE | 40000 | 250000 | 1 | |||||||||||||||||||
| TRUCK, 5 AXLE | 80000 | 273750 | 1 | |||||||||||||||||||
| TRUCK, LARGE PICKUP OR SUV | 7500 | 250000 | 1 | |||||||||||||||||||
| TRUCK, SMALL PICKUP OR SUV | 5000 | 250000 | 1 | |||||||||||||||||||
| Equivalent Single Axle Loads | 3.9224128593112E+38 |
Flexible CBR
| Design Name : | FY13-PAVING | ||||||
| Design Type : | Roads | ||||||
| Pavement Type : | Flexible | ||||||
| Road Type : | Road | ||||||
| Terrain Type : | Flat | ||||||
| Analysis Type : | CBR | ||||||
| Depth of Frost (in) : | 0 | ||||||
| Wander Width (in) : | 33.35 | ||||||
| Layer Information | |||||||
| Layer Type | Material Type | Frost Code | Analysis | Non frost Design Thickness (in) | Reduced Subgrade Strength (in) | Limited Subgrade Penetration (in) | CBR Strength |
| Asphalt | Asphalt | NFS | Manual | 3 | 0 | 0 | 0 |
| Base | Unbound Crushed Stone | NFS | Compute | 5.43 | 0 | 0 | 100 |
| Subbase | Unbound Aggregate | NFS | Manual | 5 | 0 | 0 | 20 |
| Natural Subgrade | Cohesive Cut | NFS | Manual | 0 | 0 | 0 | 7 |
| Traffic Information | |||||||
| Pattern Name : | TRACY | ||||||
| Vehicles | Weight (lb) | Passes per Life Span | Equivalent Passes | ||||
| AXLE, 18 KIP | 18000 | 273750 | 1 | ||||
| CAR - PASSENGER | 3000 | 12550000 | 1 | ||||
| CMP 60 FORKLIFT | 33050 | 273750 | 273750 | ||||
| JLG 60HTH BOOM AERIAL LIFT | 28130 | 25000 | 1 | ||||
| JLG 150HAX - ENGINE POWER BOOM W/AXLES EXTENDED | 57000 | 25000 | 95662 | ||||
| JLG 60HT BOOM AERIAL LIFT | 33570 | 25000 | 2 | ||||
| M1078 2-1/2 TON CARGO TRUCK 4 X 4 | 22740 | 273750 | 1 | ||||
| M35A2,2.5-TON CARGO TRUCK, 6*6 | 18800 | 273750 | 1 | ||||
| M977,HEMTT, 10-TON CARGO TRUCK, 8*8 | 62000 | 273750 | 33 | ||||
| M978, HEMTT, 10-TON FUEL TRUCK, 8*8 | 59000 | 273750 | 2 | ||||
| M983 HEMTT W/XM860A1 TRAILER | 81483 | 273750 | 5 | ||||
| P-23 CRASH TRUCK (FIRE TRUCK) | 77880 | 10000 | 489 | ||||
| TRUCK, 2 AXLE 6 TIRE | 25000 | 10000 | 1 | ||||
| TRUCK, 3 AXLE | 35000 | 250000 | 1 | ||||
| TRUCK, 4 AXLE | 40000 | 250000 | 1 | ||||
| TRUCK, 5 AXLE | 80000 | 273750 | 1 | ||||
| TRUCK, LARGE PICKUP OR SUV | 7500 | 250000 | 1 | ||||
| TRUCK, SMALL PICKUP OR SUV | 5000 | 250000 | 1 | ||||
| Equivalent Single Axle Loads | 3.9224128593112E+38 |
&CPavement Design Report U.S. Army Corps of Engineers &"Arial,Bold"PCASE Version 2.09.02 &"Arial,Normal"Date : 10/15/2013
Drainage
&C&"Arial,Bold"Drainage Worksheet U.S. Army Corps of Engineers
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