Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 16, 2018, 07:36 AM

  • Section#2_B 0007_B 0006__8162018__I0052.mp4

Date
08/16/2018
W/O
0721144
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00072
PipeID
P08517
Time
12:36 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0052
Sewer Name
B JOINT OUTFALL B - UNIT 1A
City
CARSON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
17
Purpose
Routine Assessment
Project
20180815MDM_JOINT_OUTFALL_B_UNIT_1A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
144 in.
Upstream MH
B 0007
Downstream MH
B 0006
Dir. of Survey
Downstream
Length Surveyed
1320.7 ft.
Total Length
1320.7 ft.
Structural Index
5
Structural Quick
54t
Structural Rating
3081
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
5
Overall Quick
—
Overall Rating
3086
Pipe schematic from manhole B 0007 to B 0006
MH: B 0007MH: B 0006downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:30AM0 ft. MWL - Water Level, 80 %of cross sectional area0 ft. MWM - Water Mark, 80 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 90% START 10:00 TO 2:002 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR24.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED REBAR UNDER MAG COAT154.4 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR265 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED REBAR UNDER MAG COAT330.8 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR361.3 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR UNDER MAG COAT465 ft. MGO - General Observation - MAG COAT 80% START522.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR563.5 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR584.4 ft. SRC - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR590.7 ft. MGO - General Observation - MAG COAT 90% START661.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - MISSING REBAR CORRISON BEYOUND REBAR1211.7 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR1213.3 ft. MGO - General Observation - MAG COAT 90%1320.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - MISSING REBAR CORRISON BEYOUND REBAR1320.2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG1320.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR UNDER MAG COAT1320.7 ft. AMH - Downstream Manhole, Survey Ends - 3:35AM

Observation photos (15)

  • General Observation - MAG COAT 90% START 10:00 TO 2:00

    2 ft. - General Observation - MAG COAT 90% START 10:00 TO 2:00

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

    2 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

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

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

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

    24.6 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED REBAR UNDER MAG COAT

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR

    154.4 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR

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

    265 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED REBAR UNDER MAG COAT

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

    330.8 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR UNDER MAG COAT

    361.3 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR UNDER MAG COAT

  • General Observation - MAG COAT 80% START

    465 ft. - General Observation - MAG COAT 80% START

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

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

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR

    563.5 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR

  • Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR

    584.4 ft. - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR

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

    661.3 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - MISSING REBAR CORRISON BEYOUND REBAR

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR

    1211.7 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR

  • General Observation - MAG COAT 90%

    1213.3 ft. - General Observation - MAG COAT 90%

All inspections of P08517Work order 0721144

Observations (23)

DistanceCodeObservation
1213.3MGOMAG COAT 90%
1320.2SRCMISSING REBAR CORRISON BEYOUND REBAR
154.4SRCBROKEN REBAR
2MGOMAG COAT 90% START 10:00 TO 2:00
1320.2SAMSEVERE AGG
361.3SRCBROKEN MISSING REBAR UNDER MAG COAT
265SRCCORRODED REBAR UNDER MAG COAT
1320.7AMH3:35AM
2SAMSEVERE AGG UNDER MAG COAT
1320.2SRCLONG & CIRCUM REBAR UNDER MAG COAT
0AMH1:30AM
330.8SRCBROKEN MISSING REBAR
661.3SRCMISSING REBAR CORRISON BEYOUND REBAR
522.6SRCLONG & CIRCUM REBAR
1211.7SRCMISSING REBAR CORRISON BEYOUND REBAR
2SRCLONG & CIRCUM REBAR
584.4SRCMISSING REBAR CORRISON BEYOUND REBAR
465MGOMAG COAT 80% START
563.5SRCMISSING REBAR CORRISON BEYOUND REBAR
0MWL—
590.7MGOMAG COAT 90% START
24.6SRCCORRODED REBAR UNDER MAG COAT
0MWM—

Properties (6)

custom_field_three
MISSING REBAR CORRISON BEYOUNG REBAR
custom_field_two
1
customer
LACSD
datetime
2018-08-16T00:36:44-07:00
documentation
MARTIN,REVELES,OLIVER 111,YOUNG
is_lateral_inspection
false