Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 10, 2015, 08:43 AM

  • D 0129_D 0128_11102015_Manual.mp4

Date
11/10/2015
W/O
0531068
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00158
PipeID
P10067
Time
12:43 AM
Certificate
0-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6628
Sewer Name
D JOINT OUTFALL D - UNIT 7
City
CARSON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
13
Purpose
Capital Improvement Program Assesment
Project
20151106MDM_JOINT_OUTFALL_D_UNIT_7
Material
RCP-CTL
Shape
Circular
Height
60 in.
Upstream MH
D 0129
Downstream MH
D 0128
Dir. of Survey
Downstream
Length Surveyed
668.7 ft.
Total Length
668.7 ft.
Structural Index
5
Structural Quick
5‘4Z
Structural Rating
2602
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
5
Overall Quick
—
Overall Rating
2606
Pipe schematic from manhole D 0129 to D 0128
MH: D 0129MH: D 0128downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:55AM0 ft. MWL - Water Level, 40 %of cross sectional area2 ft. MGO - General Observation - MISSING TILES 100% START 9:00 TO 3:002 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING CORRODED BEYOUND REBAR2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM5.3 ft. SAP - Surface Aggregate Projecting, from 10 to 12 o'clock, within 8 inches of joint: NO30 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR33.9 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES38.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR67.6 ft. MGO - General Observation - MISSING TILES 20%127.7 ft. MGO - General Observation - MISSING TILES 30%152 ft. MGO - General Observation - MISSING TILES 50%172.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR183 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR195.7 ft. MGO - General Observation - MISSING TILES 20%205.6 ft. SAP - Surface Aggregate Projecting, from 12 to 03 o'clock, within 8 inches of joint: YES207.8 ft. MGP - General Photograph217.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR221.6 ft. MGP - General Photograph248.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES257.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO310 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES323.8 ft. MGO - General Observation - MISSING TILES 50%338.3 ft. SRC - Surface Reinforcement Corroded, at 10 o'clock, within 8 inches of joint: YES - LONG360.9 ft. MGP - General Photograph399.8 ft. MGO - General Observation - MISSING TILES 20%405 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR449.4 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES456.3 ft. MGP - General Photograph563.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR597.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES656 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR668 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG668 ft. MGO - General Observation - MISSING TILES 100% FINISH668 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BROKEN MISSING CORRODED BEYOUND REBAR668 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE668 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM668.7 ft. AMH - Downstream Manhole, Survey Ends - 3:50AM

Observation photos (25)

  • General Observation - MISSING TILES 100% START 9:00 TO 3:00

    2 ft. - General Observation - MISSING TILES 100% START 9:00 TO 3:00

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

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

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

    2 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING CORRODED BEYOUND REBAR

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

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

  • Surface Aggregate Projecting, from 10 to 12 o'clock, within 8 inches of joint: NO

    5.3 ft. - Surface Aggregate Projecting, from 10 to 12 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR

    30 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES

    33.9 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES

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

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

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

    172.1 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR

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

    183 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR

  • Surface Aggregate Projecting, from 12 to 03 o'clock, within 8 inches of joint: YES

    205.6 ft. - Surface Aggregate Projecting, from 12 to 03 o'clock, within 8 inches of joint: YES

  • General Photograph

    207.8 ft. - General Photograph

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

    217.9 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR

  • General Photograph

    221.6 ft. - General Photograph

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

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

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

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

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES

    310 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Corroded, at 10 o'clock, within 8 inches of joint: YES - LONG

    338.3 ft. - Surface Reinforcement Corroded, at 10 o'clock, within 8 inches of joint: YES - LONG

  • General Photograph

    360.9 ft. - General Photograph

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

    405 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES

    449.4 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES

  • General Photograph

    456.3 ft. - General Photograph

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

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

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

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

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

    656 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR

All inspections of P10067Work order 0531068

Observations (41)

DistanceCodeObservation
449.4SAP—
5.3SAP—
0MWM—
456.3MGP—
2MGOMISSING TILES 100% START 9:00 TO 3:00
38.1SRCBROKEN MISSING REBAR
0AMH2:55AM
33.9SAP—
30SRCCORRODED BEYOUND REBAR
2SAMSEVERE
221.6MGP—
205.6SAP—
668SRCLONG
597.9SRC—
127.7MGOMISSING TILES 30%
338.3SRCLONG
668MGOMISSING TILES 100% FINISH
668.7AMH3:50AM
217.9SRCCORRODED BEYOUND REBAR
2SRCLONG
2SRCBROKEN MISSING CORRODED BEYOUND REBAR
360.9MGP—
152MGOMISSING TILES 50%
183SRCCORRODED BEYOUND REBAR
656SRCCORRODED BEYOUND REBAR
257.6SRC—
207.8MGP—
2SRCCIRCUM
0MWL—
195.7MGOMISSING TILES 20%
668SRCBROKEN MISSING CORRODED BEYOUND REBAR
323.8MGOMISSING TILES 50%
668SAMSEVERE
310SAP—
248.2SRC—
172.1SRCCORRODED BEYOUND REBAR
563.6SRCCORRODED BEYOUND REBAR
405SRCCORRODED BEYOUND REBAR
668SRCCIRCUM
67.6MGOMISSING TILES 20%
399.8MGOMISSING TILES 20%

Properties (6)

custom_field_three
CORRODED BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2015-11-10T00:43:33-08:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false