Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 18, 2020, 10:24 AM

  • C 0085_C 0084_9182020_044719.mp4

Date
09/18/2020
W/O
0834128
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00122
PipeID
P09552
Time
3:24 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1567
Sewer Name
C JOINT OUTFALL C - UNIT 3C
City
LONG BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
23
Purpose
Capital Improvement Program Assesment
Project
20200915MDM_JOINT_OUTFALL_C_UNIT_3C
Material
Reinforced Concrete Pipe
Shape
Circular
Height
60 in.
Upstream MH
C 0085
Downstream MH
C 0084
Dir. of Survey
Downstream
Length Surveyed
852.9 ft.
Total Length
852.9 ft.
Structural Index
2
Structural Quick
3123
Structural Rating
9
O&M Index
2
O&M Quick
3122
O&M Rating
7
Overall Index
2
Overall Quick
—
Overall Rating
16
Pipe schematic from manhole C 0085 to C 0084
MH: C 0085MH: C 0084downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:45AM2 ft. MGO - General Observation - MAG COAT 80% START 9:00 TO 3:002 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE150.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE245.1 ft. IW - Infiltration Weeper, at 09 o'clock, within 8 inches of joint: YES322.8 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES332.1 ft. IW - Infiltration Weeper, at 09 o'clock, within 8 inches of joint: YES458.9 ft. SSS - Surface Spalling, from 12 to 03 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE615.5 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG852.3 ft. MGO - General Observation - DEBRIE ON CABLE852.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE852.3 ft. MGO - General Observation - 80% MAG COAT FINISH852.9 ft. AMH - Downstream Manhole, Survey Ends - 5:25AM

Observation photos (6)

  • General Observation - MAG COAT 80% START 9:00 TO 3:00

    2 ft. - General Observation - MAG COAT 80% START 9:00 TO 3:00

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

    150.1 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

  • Surface Spalling, from 12 to 03 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

    458.9 ft. - Surface Spalling, from 12 to 03 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG

    615.5 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • General Observation - DEBRIE ON CABLE

    852.3 ft. - General Observation - DEBRIE ON CABLE

All inspections of P09552Work order 0834128

Observations (15)

DistanceCodeObservation
458.9SSSBLISTERING PEELING CONCRETE
332.1IW—
852.3MGODEBRIE ON CABLE
2MGOMAG COAT 80% START 9:00 TO 3:00
322.8ID—
0MWM—
615.5SAVSEVERE AGG
2SSSBLISTERING PEELING CONCRETE
0MWL—
852.3SSSBLISTERING PEELING CONCRETE
852.3MGO80% MAG COAT FINISH
245.1IW—
150.1SSSBLISTERING PEELING CONCRETE
0AMH4:45AM
852.9AMH5:25AM

Properties (6)

custom_field_three
SEVERE AGG VERY SPORATIC-80% MAG COAT
custom_field_two
3
customer
LACSD
datetime
2020-09-18T03:24:17-07:00
documentation
MARTIN,OLIVER 111,BARR,CASTILLO
is_lateral_inspection
false