1. Input the following design parameters in FPS21 (3 figures below). 2. Run the design and provide the pavement structur

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1 Input The Following Design Parameters In Fps21 3 Figures Below 2 Run The Design And Provide The Pavement Structur 1 (37.41 KiB) Viewed 36 times

1 Input The Following Design Parameters In Fps21 3 Figures Below 2 Run The Design And Provide The Pavement Structur 2 (40.9 KiB) Viewed 36 times

1 Input The Following Design Parameters In Fps21 3 Figures Below 2 Run The Design And Provide The Pavement Structur 3 (44.33 KiB) Viewed 36 times

1 Input The Following Design Parameters In Fps21 3 Figures Below 2 Run The Design And Provide The Pavement Structur 4 (42.35 KiB) Viewed 36 times

1. Input the following design parameters in FPS21 (3 figures below). 2. Run the design and provide the pavement structure the software recommended. 3. Re-run the design by changing the Design Confidence Level from A to D. 4. What was the design output from the software? (Provide a screenshot of it) 5. If the software is unable to produce a design for the design parameters provided, what can you change as a designer to solve the issue, without compromising the pavement ability to withstand the expected traffic load?
Basic Design Criteria LENGTH OF ANALYSIS PERIOD. (Year) MIN TIME TO FIRST OVERLAY. (Year) MIN TIME BETWEEN OVERLAYS. (Year) DESIGN CONFIDENCE LEVEL 80.0% INITIAL SERVICEABILITY INDEX FINAL SERVICEABILITY INDEX SERVICEABILITY INDEX AFTER OVERLAY DISTRICT TEMPERATURE CONSTANT (F) INTEREST RATE (2) Program Controls MAX FUNDS /SQ. YD, INIT CONST MAX THICKNESS, INIT CONST MAX THICKNESS, ALL OVERLAYS 20 10 3 A 4.5 3 4.2 31 7.0 99.0 69.0 6.0 Traffic Data ADT, BEGINNING (VEH/DAY] ADT, END 20 YR (VEH/DAY] 18 kip ESAL 20 YR (1 DIR) (millions) AVG APP. SPEED TO OV. ZONE (mph) AVG SPEED, OV. DIRECTION (mph) AVG SPEED, NON-OV. DIRECTION (mph) PERCENT ADT/HR CONSTRUCTION (2) PERCENT TRUCKS IN ADT (%) To Main Menu 4500 7000 3.000 0 5 50 50 57 70. 45. 6.0 6.7 ▸
Construction & Maintenance Data MIN OVERLAY THICKNESS. Inches) OVERLAY CONST. TIME, HR/DAY ACP COMP DENSITY, TONS/CY ACP PRODUCTION RATE, TONS/HR WIDTH OF EACH LANE. Feet) FIRST YEAR COST. RTN MAINT (5) ANN. INC. INCR IN MAINT COST (1) Select Pavement Design Type 1) SURFACE TREATED FLEX BASE OVER SUBGRADE 2) ACP FLEX BASE OVER SUBGRADE ASPH STAB BASE OVER SUBGRADE ASPH STAB BASE FLEX BASE OVER SUBGRADE 5) ACP FLEXIBLE BASE STAB SBGR OVER SUBGRADE 61 OVERLAY DESIGN 7) USER DEFINED PAVEMENT (less than 7 layers) Exit Pavement Design Type Selection 31 ACP C4) ACP 1.5 12.0 1.90 200.0 12.0 0.0 0.0 Detour Design for Overlays DETOUR MODEL DURING OVERLAYS TOTAL NUMBER OF LANESE for two direction) NUM OPEN LANES, OVRLAY DIRECTION NUM OPEN LANES, NON OV DIRECTION DIST. TRAFFIC SLOWED. OV DIR DIST TRAFFIC SLOWED, NON-OV DIR E-500 ksi v-0.35 ASPH CONC PVMT B E-50 ksi v-0.35 FLEXIBLE BASE C E-35 ksi v-0.30 STABILIZED SUBGR DE-6 kai v-0.40 SUBGRADE (200) 2 2 1 0.6 0.6 To Main Menu Save to Default Save Input Fle
Construction & Maintenance Data MIN OVERLAY THICKNESS. (Inches) OVERLAY CONST. TIME. HR/DAY ACP COMP. DENSITY, TONS/CY ACP PRODUCTION RATE, TONS/HR WIDTH OF EACH LANE. Feet) FIRST YEAR COST. RTN MAINT (5) ANN INC. INCR IN MAINT COST [ Design Type LYR MATERIAL NAME ASPH CONC PVMT 2 FLEXIBLE BASE 3 STABILIZED SUBGR 4 SUBGRADE (200) 1.5 12.0 1.90 200.0 12.0 0.0 0.0 Detour Design for Overlays DETOUR MODEL DURING OVERLAYS TOTAL NUMBER OF LANES( for two direction) NUM OPEN LANES, OVRLAY DIRECTION NUM OPEN LANES, NON-OV DIRECTION DIST TRAFFIC SLOWED, OV DIR DIST TRAFFIC SLOWED, NON-OV DIR COST PER CY 150 0 540 15.0 20 MODULUS POISN RATIO Ekol 500.0 0.35 50.0 0.35 6.0 156 35.0 60 MIN DEPTH 2.0 Dood 2682 0.30 8.0 0:40 200 0 MAX DEPTH 20 12.0 8.0 2 2 0 1 06 06 SALVAGE (2) 300 75.0 90.0 90.0 To Main Menu Save to Defau Save Input File