2 ft. - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - SLUDGE-DEBRIE
2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - PEELING BLISTERING LAITANCE COAT
5 ft. - Surface Aggregate Projecting, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG
5 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING BLISTERING CONCRETE
5 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM LONG REBAR
6 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES
6 ft. - General Observation - VEIW UPLEG DOWNSTREAM SIPHON EAST
6.3 ft. - General Observation - DEEP CORRISON END OF SIPHON -40% DEBRIE CANNOT TRACTOR
6.5 ft. - Survey Abandoned - UPLEG DOWNSTREAM SIPHON EAST
| Distance | Code | Observation |
|---|---|---|
| 6 | SRV | — |
| 2 | DSZ | SLUDGE-DEBRIE |
| 0 | MWM | — |
| 5 | SAP | SEVERE AGG |
| 6.3 | MGO | DEEP CORRISON END OF SIPHON -40% DEBRIE CANNOT TRACTOR |
| 0 | AMH | 3:35AM |
| 5 | SSS | PEELING BLISTERING CONCRETE |
| 6 | MGO | VEIW UPLEG DOWNSTREAM SIPHON EAST |
| 2 | SSS | PEELING BLISTERING LAITANCE COAT |
| 0 | MGO | STOPLOG IN PLACE UPSTREAM |
| 5 | SRV | CIRCUM LONG REBAR |
| 6.5 | MSA | UPLEG DOWNSTREAM SIPHON EAST |
| 5 | SSS | — |
| 0 | MWL | — |