Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 6, 2018, 12:14 PM

  • Section#14_05 0280_05 0279__162018__G6908.mp4

Date
01/06/2018
W/O
0682489
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00498
PipeID
P05487
Time
4:14 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6908
Sewer Name
05 OAK STREET-CENTER AVENUE TRUNK
City
INGLEWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
10
Purpose
Capital Improvement Program Assesment
Project
20180105MDM_OAK_STREET_CENTER_AVENUE_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
05 0280
Downstream MH
05 0279
Dir. of Survey
Downstream
Length Surveyed
324.7 ft.
Total Length
324.7 ft.
Structural Index
3
Structural Quick
5846
Structural Rating
373
O&M Index
3
O&M Quick
4122
O&M Rating
8
Overall Index
3
Overall Quick
—
Overall Rating
381
Pipe schematic from manhole 05 0280 to 05 0279
MH: 05 0280MH: 05 0279downstream0 ft. MGO - General Observation - MH CONN 9:00 ACTIVE0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 6:00AM2 ft. MGO - General Observation - MH CONN 3:00 ACTIVE2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING CONCRETE2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG10.7 ft. SRV - Surface Reinforcement Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR12.3 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR15.9 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR19.4 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES - LONG & CIRCUM REBAR21.7 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - LONG & CIRCUM REBAR28.7 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish - LONG & CIRCUM REBAR28.7 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR33 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - ROCKS33.1 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG33.1 ft. MWL - Water Level, 10 %of cross sectional area33.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE33.1 ft. MWM - Water Mark, 30 %of cross sectional area33.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG33.1 ft. MGO - General Observation - 27" RCP129.2 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - ROCK190.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG234.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE324.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG324.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE324.1 ft. MGO - General Observation - MH CONN 9:00 ACTIVE324.7 ft. AMH - Downstream Manhole, Survey Ends - 6:35AM

Observation photos (12)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING CONCRETE

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING CONCRETE

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Reinforcement Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

    10.7 ft. - Surface Reinforcement Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

  • Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    12.3 ft. - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

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

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES - LONG & CIRCUM REBAR

    19.4 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES - LONG & CIRCUM REBAR

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

    21.7 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - LONG & CIRCUM REBAR

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    33.1 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

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

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

  • General Observation - 27" RCP

    33.1 ft. - General Observation - 27" RCP

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    190.3 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE

    234.8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE

All inspections of P05487Work order 0682489

Observations (28)

DistanceCodeObservation
190.3SAPSEVERE AGG
28.7SRCLONG & CIRCUM REBAR
15.9SRVLONG & CIRCUM REBAR
2MGOMH CONN 3:00 ACTIVE
0MGOMH CONN 9:00 ACTIVE
2SSSBLISTERING CONCRETE
0MWM—
33.1SAMSEVERE AGG
33DSZROCKS
324.1SAPSEVERE AGG
19.4SRVLONG & CIRCUM REBAR
33.1MWL—
33.1SSSPEELING CONCRETE
129.2DSZROCK
12.3SRVCIRCUM REBAR
324.7AMH6:35AM
28.7SRVLONG & CIRCUM REBAR
324.1SSSBLISTERING PEELING CONCRETE
0MWL—
10.7SRVLONG & CIRCUM REBAR
234.8SSSBLISTERING PEELING CONCRETE
2SAMSEVERE AGG
0AMH6:00AM
324.1MGOMH CONN 9:00 ACTIVE
21.7SRCLONG & CIRCUM REBAR
33.1MWM—
33.1SAPSEVERE AGG
33.1MGO27" RCP

Properties (6)

custom_field_three
LONG & CIRCUM REBAR PROJECTING
custom_field_two
2
customer
LACSD
datetime
2018-01-06T04:14:59-08:00
documentation
MARTIN,MANANEM,REVELES,OLIVER 111
is_lateral_inspection
false