Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 13, 2019, 09:15 AM

  • C 0171_C 0170_5132019_032856.mp4

Date
05/13/2019
W/O
0766488
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00130
PipeID
P09695
Time
2:15 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1208
Sewer Name
C JOINT OUTFALL C - UNIT 5C
City
LAKEWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
10
Purpose
Capital Improvement Program Assesment
Project
20190510MDM_JOINT_OUTFALL_C_UNIT_5C
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
C 0171
Downstream MH
C 0170
Dir. of Survey
Downstream
Length Surveyed
330.7 ft.
Total Length
330.7 ft.
Structural Index
5
Structural Quick
5941
Structural Rating
51
O&M Index
2
O&M Quick
3224
O&M Rating
14
Overall Index
4
Overall Quick
—
Overall Rating
65
Pipe schematic from manhole C 0171 to C 0170
MH: C 0171MH: C 0170downstream0 ft. AMH - Upstream Manhole, Survey Begins (ABANDONED MH VCP CAP) - 3:15AM (ABANDONED MH VCP CAP)0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE3.4 ft. DAE - Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: NO5.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR33.9 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR53.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR68 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR84.2 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR107.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR133.1 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active133.1 ft. MGO - General Observation - UNMAPPED MH140.7 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR145.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR178.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - ROCKS186.4 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: YES189.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR191 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - ROCKS221.6 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - ROCKS236.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO, Change - CIRCUM REBAR243.9 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG REBAR274.9 ft. DAE - Deposits Attached Encrustation, 15 %of cross sectional area, from 12 to 05 o'clock, , within 8 inches of joint: YES307.2 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES330.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE330.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG330.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish330.3 ft. MGO - General Observation - Conn. @ Mh, 2 O' Clock. Active330.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR SPORATIC330.3 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active330.7 ft. AMH - Downstream Manhole, Survey Ends - 4:00AM

Observation photos (17)

  • Upstream Manhole, Survey Begins (ABANDONED MH VCP CAP) - 3:15AM (ABANDONED MH VCP CAP)

    0 ft. - Upstream Manhole, Survey Begins (ABANDONED MH VCP CAP) - 3:15AM (ABANDONED MH VCP CAP)

  • 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 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

  • Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: NO

    3.4 ft. - Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: NO

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    5.8 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

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

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

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    53.9 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

    84.2 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    107.8 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

  • General Observation - UNMAPPED MH

    133.1 ft. - General Observation - UNMAPPED MH

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    145.6 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - ROCKS

    178.5 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - ROCKS

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    189.1 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO, Change - CIRCUM REBAR

    236.2 ft. - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO, Change - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG REBAR

    243.9 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG REBAR

  • Deposits Attached Encrustation, 15 %of cross sectional area, from 12 to 05 o'clock, , within 8 inches of joint: YES

    274.9 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 12 to 05 o'clock, , within 8 inches of joint: YES

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    307.2 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

All inspections of P09695Work order 0766488

Observations (32)

DistanceCodeObservation
84.2SRVLONG CIRCUM REBAR
243.9SRCLONG REBAR
330.3SSSBLISTERING PEELING CONCRETE
274.9DAE—
0AMH3:15AM (ABANDONED MH VCP CAP)
236.2SRCCIRCUM REBAR
330.3SAMSEVERE AGG
330.3SRC—
53.9SRCCIRCUM REBAR
191DSZROCKS
133.1MGOConn. @ Mh, 9 O' Clock. Active
3.4DAE—
145.6SRCLONG CIRCUM REBAR
330.3MGOConn. @ Mh, 2 O' Clock. Active
178.5DSZROCKS
0MWM—
330.7AMH4:00AM
33.9SRCLONG REBAR
330.3SRCLONG CIRCUM REBAR SPORATIC
221.6DSZROCKS
107.8SRCLONG CIRCUM REBAR
68SRCCIRCUM REBAR
189.1SRCCIRCUM REBAR
330.3MGOConn. @ Mh, 3 O' Clock. Active
140.7SRCLONG CIRCUM REBAR
2SAMSEVERE AGG
5.8SRCCIRCUM REBAR
186.4DAE—
307.2DAE—
0MWL—
133.1MGOUNMAPPED MH
2SSSBLISTERING PEELING CONCRETE

Properties (6)

custom_field_three
LONG CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2019-05-13T02:15:32-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false