Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 11, 2016, 08:50 AM

  • A 0395_A 0394_6112016_033046.mp4

Date
06/11/2016
W/O
0577469
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00325
PipeID
P08305
Time
1:50 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0157
Sewer Name
A JOA-1A SAN JOSE CREEK WRP INTERCEPTOR
City
SAN GABRIEL
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
01
Purpose
Capital Improvement Program Assesment
Project
20160611MDM_JOA_1A_SAN_JOSE_CREEK_WRP_INTERCEPTOR
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Upstream MH
A 0395
Downstream MH
A 0394
Dir. of Survey
Downstream
Length Surveyed
516.4 ft.
Total Length
516.4 ft.
Structural Index
4
Structural Quick
5433
Structural Rating
31
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
31
Pipe schematic from manhole A 0395 to A 0394
MH: A 0395MH: A 0394downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:50AM0 ft. MWL - Water Level, 15 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING LAITANCE COAT2 ft. MGO - General Observation - MAG CAT 60% START V8:00 TO 4:0028.9 ft. MGO - General Observation - SEVERE CORRISON UNDER MAG COAT START 12:0056.7 ft. MGO - General Observation - MAG COAT 40% START111.4 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG POSSIBLE REBAR118.4 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG138.6 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR UNDER MAG COAT324.5 ft. MGO - General Observation - DEEP CORRISON UNDER MAG COAT 12:00368.6 ft. MGO - General Observation - MAG COAT 60% START405 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO451.4 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR473.3 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR488.2 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR516 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish516 ft. MGO - General Observation - MAG COAT 60% FINISH516 ft. MGO - General Observation - SEVERE CORRISON UNDER MAG COAT FINISH516.4 ft. AMH - Downstream Manhole, Survey Ends - 3:30AM

Observation photos (13)

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

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

  • General Observation - MAG CAT 60% START V8:00 TO 4:00

    2 ft. - General Observation - MAG CAT 60% START V8:00 TO 4:00

  • General Observation - SEVERE CORRISON UNDER MAG COAT START 12:00

    28.9 ft. - General Observation - SEVERE CORRISON UNDER MAG COAT START 12:00

  • General Observation - MAG COAT 40% START

    56.7 ft. - General Observation - MAG COAT 40% START

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG POSSIBLE REBAR

    111.4 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG POSSIBLE REBAR

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG

    118.4 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR UNDER MAG COAT

    138.6 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR UNDER MAG COAT

  • General Observation - DEEP CORRISON UNDER MAG COAT 12:00

    324.5 ft. - General Observation - DEEP CORRISON UNDER MAG COAT 12:00

  • General Observation - MAG COAT 60% START

    368.6 ft. - General Observation - MAG COAT 60% START

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO

    405 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    451.4 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    473.3 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    488.2 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P08305Work order 0577469

Observations (20)

DistanceCodeObservation
368.6MGOMAG COAT 60% START
473.3SRVCIRCUM REBAR
111.4SAVSEVERE AGG POSSIBLE REBAR
516SSS—
0MWM—
324.5MGODEEP CORRISON UNDER MAG COAT 12:00
28.9MGOSEVERE CORRISON UNDER MAG COAT START 12:00
2SSSBLISTERING PEELING LAITANCE COAT
516.4AMH3:30AM
516MGOMAG COAT 60% FINISH
118.4SAVSEVERE AGG
451.4SRVCIRCUM REBAR
2MGOMAG CAT 60% START V8:00 TO 4:00
488.2SRVCIRCUM REBAR
405SAV—
516MGOSEVERE CORRISON UNDER MAG COAT FINISH
56.7MGOMAG COAT 40% START
138.6SRVPOSSIBLE CIRCUM REBAR UNDER MAG COAT
0AMH2:50AM
0MWL—

Properties (4)

custom_field_three
CIRCUM REBAR-SEVERE AGG-60% MAG COAT
custom_field_two
2
customer
LACSD
datetime
2016-06-11T01:50:34-07:00