Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 18, 2019, 08:32 AM

  • A 0248_C 0119A_3182019_022210.mp4

Date
03/18/2019
W/O
0759956
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00127
PipeID
P09641
Time
1:32 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
A 0248
Dir. of Survey
Upstream
Length Surveyed
36.6 ft.
Total Length
36.6 ft.
Structural Index
4
Structural Quick
5241
Structural Rating
16
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
16
Pipe schematic from manhole C 0119A to A 0248
MH: C 0119AMH: A 0248upstream0 ft. AMH - Upstream Manhole, Survey Ends - 2:35AM - ZOOM 36'0.6 ft. SSS - Surface Spalling, at 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE0.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BROKEN CIRCUM REBAR0.6 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG10.6 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG10.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BROKEN CIRCUM REBAR10.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN CIRCUM REBAR34.6 ft. MGO - General Observation - ZOOM APPOX 20'34.6 ft. SSS - Surface Spalling, at 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE36.6 ft. MWM - Water Mark, 20 %of cross sectional area36.6 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN36.6 ft. AMH - Downstream Manhole, Survey Begins - 2:20AM36.6 ft. MWL - Water Level, 20 %of cross sectional area - NO FLOW

Observation photos (5)

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

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

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

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

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

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

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN CIRCUM REBAR

    26 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN CIRCUM REBAR

  • Upstream Manhole, Survey Ends - 2:35AM - ZOOM 36'

    36.6 ft. - Upstream Manhole, Survey Ends - 2:35AM - ZOOM 36'

All inspections of P09641Work order 0759956

Observations (13)

DistanceCodeObservation
36.6AMH2:35AM - ZOOM 36'
0MWM—
36SSSBLISTERING PEELING CONCRETE
0MGOConn. @ Mh, 3 O' Clock. OPEN
26SAMSEVERE AGG
2MGOZOOM APPOX 20'
26SRCBROKEN CIRCUM REBAR
36SRCBROKEN CIRCUM REBAR
36SAMSEVERE AGG
0AMH2:20AM
26SRCBROKEN CIRCUM REBAR
2SSSBLISTERING PEELING CONCRETE
0MWLNO FLOW

Properties (7)

additional_info
REVERSE INSPECTION
custom_field_three
CIRCUM REBAR CORRODED & BROKEN
custom_field_two
1
customer
LACSD
datetime
2019-03-18T01:32:13-07:00
documentation
MARTIN,OLIVER 111,CASTILLO
is_lateral_inspection
false