Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 18, 2019, 08:40 AM

  • C 0119A_C 0119_3182019_024731.mp4

Date
03/18/2019
W/O
0759956
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00127
PipeID
P09640
Time
1:40 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1153
Sewer Name
C JOINT OUTFALL C - UNIT 4B
City
LONG BEACH
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
20
Purpose
Capital Improvement Program Assesment
Project
20190318MDM_JOINT_OUTFALL_C_UNIT_4B
Material
Reinforced Concrete Pipe
Shape
Circular
Height
48 in.
Upstream MH
C 0119A
Downstream MH
C 0119
Dir. of Survey
Downstream
Length Surveyed
8.9 ft.
Total Length
8.9 ft.
Structural Index
5
Structural Quick
5241
Structural Rating
14
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
14
Pipe schematic from manhole C 0119A to C 0119
MH: C 0119AMH: C 0119downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:40AM0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN0 ft. MWL - Water Level, 20 %of cross sectional area - NO FLOW2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR BROKEN MISSING2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR8.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR BROKEN8.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG8.3 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. OPEN8.9 ft. AMH - Downstream Manhole, Survey Ends - 2:50AM-ZOOM 6'

Observation photos (3)

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR BROKEN MISSING

    2 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR BROKEN MISSING

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    2 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

All inspections of P09640Work order 0759956

Observations (11)

DistanceCodeObservation
2SRCCIRCUM REBAR BROKEN MISSING
8.3SRCCIRCUM REBAR BROKEN
8.3SAMSEVERE AGG
0MWM—
0AMH2:40AM
2SAMSEVERE AGG
0MGOConn. @ Mh, 3 O' Clock. OPEN
2SRCLONG REBAR
8.9AMH2:50AM-ZOOM 6'
8.3MGOConn. @ Mh, 9 O' Clock. OPEN
0MWLNO FLOW

Properties (6)

custom_field_three
LONG & CIRCUM REBAR CORRODED & MISSING
custom_field_two
1
customer
LACSD
datetime
2019-03-18T01:40:40-07:00
documentation
MARTIN,OLIVER 111,CASTILLO
is_lateral_inspection
false