M90_00_IMM (0)
M90_01_PGA_Soil (1)
| 0.00 - 0.05 |
| 0.05 - 0.10 |
| 0.10 - 0.20 |
| 0.20 - 0.30 |
| 0.30 - 0.40 |
M90_02_PGV_Soil (2)
| 0 - 15 |
| 15 - 30 |
| 30 - 45 |
| 45 - 60 |
| 60 - 80 |
M90_03_SA0p3_Soil (3)
| 0.00 - 0.05 |
| 0.05 - 0.10 |
| 0.10 - 0.20 |
| 0.20 - 0.30 |
| 0.30 - 0.40 |
M90_04_SA1p0_Soil (4)
| 0.00 - 0.05 |
| 0.05 - 0.10 |
| 0.10 - 0.20 |
| 0.20 - 0.30 |
| 0.30 - 0.40 |
M90_05_LS_Prob (5)
| 0 - 5 |
| 5 - 10 |
| 10 - 15 |
| 15 - 20 |
| > 20 |
M90_06_LS_Disp (6)
| 0 - 3 |
| 3 - 10 |
| 10 - 30 |
| 30 - 100 |
| > 100 |
M90_07_LIQ_Prob (7)
| 0 - 5 |
| 5 - 10 |
| 10 - 15 |
| 15 - 20 |
| > 20 |
M90_08_LIQ_Disp (8)
| 0 - 3 |
| 3 - 10 |
| 10 - 30 |
| 30 - 100 |
| > 100 |
M90_09_Hazus_Bridges_Fragility (9)
M90_10_Bridges_Fragility_EQLandLiq (10)
M90_11_Coseismic_subsidence (11)
| -10 - -6 |
| -6 - -3 |
| -3 - -1 |
| -1 - 1 |
| 1 - 3 |
M90_12_Tsunami_Inundation_Scenario (12)
|