Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 23, 2016, 11:48 AM

  • A 0304_A 0303_6232016_051736.mp4

Date
06/23/2016
W/O
0574368
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00325
PipeID
P08214
Time
4:48 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
HO166
Sewer Name
A JOA-1A SAN JOSE CREEK WRP INTERCEPTOR
City
WHITTIER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
15
Purpose
Capital Improvement Program Assesment
Project
20160621MDM_JOA_1A_SAN_JOSE_CREEK_WRP_INTERCEPTOR
Material
Reinforced Concrete Pipe
Shape
Circular
Height
63 in.
Upstream MH
A 0304
Downstream MH
A 0303
Dir. of Survey
Downstream
Length Surveyed
6 ft.
Total Length
6 ft.
Structural Index
4
Structural Quick
5241
Structural Rating
16
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
21
Pipe schematic from manhole A 0304 to A 0303
MH: A 0304MH: A 0303downstream0 ft. MWM - Water Mark, 80 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 5:10AM0 ft. MWL - Water Level, 50 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM &LONG REBAR2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - MISSING REBAR2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG5 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - MISSING REBAR5 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - CIRCUM & LONG REBAR5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE6 ft. MSA - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

Observation photos (6)

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

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

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

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

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

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

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

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

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE

    5 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE

  • Survey Abandoned - DOWNLEG UPSTREAM SIPHON

    6 ft. - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

All inspections of P08214Work order 0574368

Observations (11)

DistanceCodeObservation
6MSADOWNLEG UPSTREAM SIPHON
0MWM—
0AMH5:10AM
2SRCCIRCUM &LONG REBAR
0MWL—
2SRCMISSING REBAR
5SAMSEVERE AGG
2SAMSEVERE AGG
5SRCMISSING REBAR
5SRCCIRCUM & LONG REBAR
5SSSBLISTERING PEELING CONCRETE

Properties (6)

custom_field_three
MISSING REBAR-CIRCUM & LONG REBAR
custom_field_two
2
customer
LACSD
datetime
2016-06-23T04:48:50-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false