Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 24, 2016, 09:04 AM

  • A 0324_A 0323_6242016_031936.mp4

Date
06/24/2016
W/O
0574318
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00325
PipeID
P08234
Time
2:04 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0168
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
60 in.
Upstream MH
A 0323
Downstream MH
A 0324
Dir. of Survey
Upstream
Length Surveyed
6 ft.
Total Length
6 ft.
Structural Index
4
Structural Quick
5142
Structural Rating
15
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
15
Pipe schematic from manhole A 0323 to A 0324
MH: A 0323MH: A 0324upstream0 ft. MSA - Survey Abandoned - UPLEG DOWNSTREAM SIPHON1 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM POSSIBLE REBAR2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE6 ft. MWM - Water Mark, 40 %of cross sectional area6 ft. AMH - Downstream Manhole, Survey Begins - 3:20AM6 ft. MWL - Water Level, 20 %of cross sectional area

Observation photos (6)

  • Water Level, 20 %of cross sectional area

    0 ft. - Water Level, 20 %of cross sectional area

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

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

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

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

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    4 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

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

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

  • Survey Abandoned - UPLEG DOWNSTREAM SIPHON

    6 ft. - Survey Abandoned - UPLEG DOWNSTREAM SIPHON

All inspections of P08234Work order 0574318

Observations (8)

DistanceCodeObservation
6MSAUPLEG DOWNSTREAM SIPHON
0MWM—
2SSSBLISTERING PEELING CONCRETE
0AMH3:20AM
0MWL—
5SRVCIRCUM POSSIBLE REBAR
3SAMSEVERE AGG
4SAMSEVERE AGG

Properties (7)

additional_info
UPLEG DOWNSTREAM SIPHON
custom_field_three
SEVERE MISSING AGG-POSSIBLE CIRCUM REBAR
custom_field_two
3
customer
LACSD
datetime
2016-06-24T02:04:07-07:00
documentation
MARTIN,MANANES,OLIVER 111
is_lateral_inspection
false