Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 27, 2022, 09:02 AM

  • 18 0297_18 0588_1272022_014221.mp4

Date
01/27/2022
W/O
0931539
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00683
PipeID
P14127
Time
1:02 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H2094
Sewer Name
18 LA MIRADA TRUNK, SECTS 1&2
City
LA MIRADA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
31
Purpose
Capital Improvement Program Assesment
Project
20220127MDM_LA_MIRADA_TRUNK_SECTS_1_2
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
18 0297
Downstream MH
18 0588
Dir. of Survey
Downstream
Length Surveyed
421.8 ft.
Total Length
421.8 ft.
Structural Index
5
Structural Quick
5C43
Structural Rating
124
O&M Index
2
O&M Quick
2300
O&M Rating
6
Overall Index
4
Overall Quick
—
Overall Rating
130
Pipe schematic from manhole 18 0297 to 18 0588
MH: 18 0297MH: 18 0588downstream0 ft. MWL - Water Level, 10 %of cross sectional area - NO FLOW0 ft. AMH - Upstream Manhole, Survey Begins - 1:30AM0 ft. MWM - Water Mark, 10 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 04 to 05 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 CONCRETE2 ft. SAM - Surface Aggregate Missing, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - SECERE AGG2 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE2 ft. SRV - Surface Reinforcement Visible, at 05 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR9 ft. SRV - Surface Reinforcement Visible, at 05 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR9.7 ft. SAM - Surface Aggregate Missing, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG17.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR21.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped21.5 ft. SRC - Surface Reinforcement Corroded, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR29.1 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped29.1 ft. SRC - Surface Reinforcement Corroded, from 07 to 08 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR29.1 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR34.1 ft. SRC - Surface Reinforcement Corroded, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR34.1 ft. SRC - Surface Reinforcement Corroded, from 04 to 05 o'clock, within 8 inches of joint: YES, Start - CIRCM REBAR MISSING42.1 ft. SRC - Surface Reinforcement Corroded, from 04 to 05 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR MISSING76.8 ft. SRC - Surface Reinforcement Corroded, from 07 to 08 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR76.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped76.8 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE PIPE79.9 ft. MGP - General Photograph - SOIL POSSIBLE79.9 ft. SMW - Surface Missing Wall, from 12 to 02 o'clock, within 8 inches of joint: YES, Start - SOIL VISIBLE POSSIBLE84.9 ft. SMW - Surface Missing Wall, from 12 to 02 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE SOIL VISIBLE84.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped97.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR106.9 ft. SRC - Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR123 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: YES - CIRCUM REBAR125.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped131.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, - LONG CIRCUM REBAR135.9 ft. SMW - Surface Missing Wall, from 12 to 02 o'clock, within 8 inches of joint: YES, Start - POSSIBLE SOIL VISIBLE155.2 ft. SMW - Surface Missing Wall, from 12 to 02 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE SOIL VISIBLE165.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped172.7 ft. SMW - Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: YES, Start - POSSIBLE SOIL VISIBLE179.1 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR179.1 ft. SMW - Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE SOIL221.5 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open229.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped236 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - LONG CIRCUM REBAR244 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - LONG CIRCUM REBAR244 ft. SRC - Surface Reinforcement Corroded, from 04 to 05 o'clock, within 8 inches of joint: YES - CIRCUM REBAR267.7 ft. SRC - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR269.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped278 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped291.1 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR299.1 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR305.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE IN FLOW323.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR326 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped334.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR340.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR348.4 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - LONG CIRCUM REBAR372.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR374.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 66" - Capped383 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped404.6 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR421.3 ft. SAM - Surface Aggregate Missing, from 07 to 08 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG421.3 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE421.3 ft. SAM - Surface Aggregate Missing, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG421.3 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. OPEN421.3 ft. SAM - Surface Aggregate Missing, from 04 to 05 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG421.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE421.8 ft. AMH - Downstream Manhole, Survey Ends - 3:05AM

Observation photos (25)

  • Surface Aggregate Missing, from 04 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 04 to 05 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

  • Surface Aggregate Missing, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - SECERE AGG

    2 ft. - Surface Aggregate Missing, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - SECERE AGG

  • Surface Reinforcement Visible, at 05 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    2 ft. - Surface Reinforcement Visible, at 05 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Aggregate Missing, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    9.7 ft. - Surface Aggregate Missing, from 07 to 05 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 - LONG CIRCUM REBAR

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

  • Surface Reinforcement Corroded, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    21.5 ft. - Surface Reinforcement Corroded, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

    29.1 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

  • Surface Reinforcement Corroded, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    34.1 ft. - Surface Reinforcement Corroded, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 04 to 05 o'clock, within 8 inches of joint: YES, Start - CIRCM REBAR MISSING

    34.1 ft. - Surface Reinforcement Corroded, from 04 to 05 o'clock, within 8 inches of joint: YES, Start - CIRCM REBAR MISSING

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE PIPE

    76.8 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE PIPE

  • General Photograph - SOIL POSSIBLE

    79.9 ft. - General Photograph - SOIL POSSIBLE

  • Surface Missing Wall, from 12 to 02 o'clock, within 8 inches of joint: YES, Start - SOIL VISIBLE POSSIBLE

    79.9 ft. - Surface Missing Wall, from 12 to 02 o'clock, within 8 inches of joint: YES, Start - SOIL VISIBLE POSSIBLE

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

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

  • Surface Missing Wall, from 12 to 02 o'clock, within 8 inches of joint: YES, Start - POSSIBLE SOIL VISIBLE

    135.9 ft. - Surface Missing Wall, from 12 to 02 o'clock, within 8 inches of joint: YES, Start - POSSIBLE SOIL VISIBLE

  • Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: YES, Start - POSSIBLE SOIL VISIBLE

    172.7 ft. - Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: YES, Start - POSSIBLE SOIL VISIBLE

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

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

  • Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    267.7 ft. - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

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

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

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE IN FLOW

    305.4 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE IN FLOW

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

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

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

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

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

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

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

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

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

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

All inspections of P14127Work order 0931539

Observations (64)

DistanceCodeObservation
236SRCLONG CIRCUM REBAR
172.7SMWPOSSIBLE SOIL VISIBLE
97.4SRCLONG CIRCUM REBAR
299.1SRCCIRCUM REBAR
421.3SAMSEVERE AGG
421.8AMH3:05AM
421.3DSZSLUDGE
0MWLNO FLOW
267.7SRCCIRCUM REBAR
421.3SAMSEVERE AGG
421.3MGOConn. @ Mh, 9 O' Clock. OPEN
244SRCLONG CIRCUM REBAR
125.3TFCCapped
179.1SRCCIRCUM REBAR
123SRCCIRCUM REBAR
305.4DSZPEELED CONCRETE IN FLOW
84.9SMWPOSSIBLE SOIL VISIBLE
421.3SAMSEVERE AGG
9.7SAMSEVERE AGG
229.8TFCCapped
29.1TFCCapped
135.9SMWPOSSIBLE SOIL VISIBLE
2SAMSEVERE AGG
76.8SRCCIRCUM REBAR
79.9MGPSOIL POSSIBLE
84.9TFCCapped
21.5TFCCapped
221.5TFOpen
2SSSBLISTERING PEELING CONCRETE
34.1SRCCIRCUM REBAR
323.3SRCCIRCUM REBAR
34.1SRCCIRCM REBAR MISSING
2SAMSECERE AGG
0AMH1:30AM
421.3SSSBLISTERING PEELING CONCRETE
29.1SRCCIRCUM REBAR
0MWM—
17.6SRCLONG CIRCUM REBAR
372.7SRCCIRCUM REBAR
29.1SRCLONG CIRCUM REBAR
340.2SRCCIRCUM REBAR
374.7TFCCapped
348.4SRCLONG CIRCUM REBAR
326TFCCapped
334.7SRCCIRCUM REBAR
404.6SRCCIRCUM REBAR
9SRVCIRCUM REBAR
383TFCCapped
21.5SRCCIRCUM REBAR
244SRCCIRCUM REBAR
79.9SMWSOIL VISIBLE POSSIBLE
2DSZSLUDGE
165.2TFCCapped
42.1SRCCIRCUM REBAR MISSING
155.2SMWPOSSIBLE SOIL VISIBLE
291.1SRCCIRCUM REBAR
278TFCCapped
269.9TFCCapped
179.1SMWPOSSIBLE SOIL
106.9SRCCIRCUM REBAR
131.6SRCLONG CIRCUM REBAR
76.8TFCCapped
76.8DSZPEELED CONCRETE PIPE
2SRVCIRCUM REBAR

Properties (6)

custom_field_three
REBAR CORRODED MISSING-POSSIBLE SOIL VISIBLE
custom_field_two
1
customer
LACSD
datetime
2022-01-27T01:02:49-08:00
documentation
MARTIN,OLIVER 111
is_lateral_inspection
false