Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 27, 2016, 07:31 AM

  • A 0318_A 0317_6272016_023641.mp4

Date
06/27/2016
W/O
0574318
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00325
PipeID
P08228
Time
12:31 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0172
Sewer Name
A JOA-1A SAN JOSE CREEK WRP INTERCEPTOR
City
EL MONTE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
22
Purpose
Capital Improvement Program Assesment
Project
20160624MDM_JOA_1A_SAN_JOSE_CREEK_WRP_INTERCEPTOR
Material
Reinforced Concrete Pipe
Shape
Circular
Height
63 in.
Upstream MH
A 0318
Downstream MH
A 0317
Dir. of Survey
Downstream
Length Surveyed
12.2 ft.
Total Length
12.2 ft.
Structural Index
5
Structural Quick
5441
Structural Rating
24
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
5
Overall Quick
—
Overall Rating
28
Pipe schematic from manhole A 0318 to A 0317
MH: A 0318MH: A 0317downstream0 ft. AMH - Upstream Manhole, Survey Begins - 2:15AM0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MWM - Water Mark, 70 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVER AGG2 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - MISSING CIRCUM REBAR2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - CORRODED & MISSING CIRCUM REBAR10 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR12 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - CORRODED & MISSING12 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - CORRODED & MISSING REBAR12 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - SEVERE AGG12.2 ft. MSA - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

Observation photos (7)

  • Water Mark, 70 %of cross sectional area

    0 ft. - Water Mark, 70 %of cross sectional area

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVER AGG

    2 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVER AGG

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    2 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

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

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

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

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

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

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

  • Survey Abandoned - DOWNLEG UPSTREAM SIPHON

    12.2 ft. - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

All inspections of P08228Work order 0574318

Observations (12)

DistanceCodeObservation
2SAMSEVER AGG
12SRCCORRODED & MISSING
0AMH2:15AM
0MWL—
0MWM—
12.2MSADOWNLEG UPSTREAM SIPHON
12SRCCORRODED & MISSING REBAR
2SRCLONG REBAR
10SRCMISSING REBAR
2SRCMISSING CIRCUM REBAR
12SAMSEVERE AGG
2SRCCORRODED & MISSING CIRCUM REBAR

Properties (5)

additional_info
DOWNLEG UPSTREAM SIPHON
custom_field_three
CORRODED MISSING REBAR
custom_field_two
2
customer
LACSD
datetime
2016-06-27T00:31:15-07:00