Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 11, 2016, 07:47 AM

  • A 0396_A 0395_6112016_020713.mp4

Date
06/11/2016
W/O
0577469
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00325
PipeID
P08306
Time
12:47 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 0396
Downstream MH
A 0395
Dir. of Survey
Downstream
Length Surveyed
533.8 ft.
Total Length
533.8 ft.
Structural Index
4
Structural Quick
5842
Structural Rating
54
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
54
Pipe schematic from manhole A 0396 to A 0395
MH: A 0396MH: A 0395downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:35AM0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area2 ft. MMC - Material Change, Vitrified clay pipe - PIPE IS NOT RCP137.3 ft. MGO - General Observation - 21" VCP306.9 ft. MMC - Material Change, Reinforced concrete pipe306.9 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG314.2 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR324.1 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR324.1 ft. SSS - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE324.1 ft. SSS - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE324.1 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG330.2 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR RIBCAGE EFFECT372.1 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM433.2 ft. SSS - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: NO434.6 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM438.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO, Start - CIRCUM445.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO, Finish462.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM468.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish510.6 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR514.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish527 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR533.4 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish533.4 ft. SSS - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Finish533.4 ft. SSS - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Finish533.4 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG533.4 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR533.4 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR533.8 ft. AMH - Downstream Manhole, Survey Ends - 2:35AM

Observation photos (16)

  • Material Change, Vitrified clay pipe - PIPE IS NOT RCP

    2 ft. - Material Change, Vitrified clay pipe - PIPE IS NOT RCP

  • General Observation - 21" VCP

    137.3 ft. - General Observation - 21" VCP

  • Material Change, Reinforced concrete pipe

    306.9 ft. - Material Change, Reinforced concrete pipe

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

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

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

    314.2 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE

    324.1 ft. - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE

  • Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    324.1 ft. - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

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

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

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR RIBCAGE EFFECT

    330.2 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR RIBCAGE EFFECT

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

    372.1 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM

  • Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: NO

    433.2 ft. - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: NO

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

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

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

    438.7 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO, Start - CIRCUM

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

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

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

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

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

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

All inspections of P08306Work order 0577469

Observations (30)

DistanceCodeObservation
324.1SRVCIRCUM REBAR
324.1SSSPEELING CONCRETE
2MMCPIPE IS NOT RCP
330.2SRVCIRCUM REBAR RIBCAGE EFFECT
306.9MMC—
306.9SAMSEVERE AGG
527SRCCIRCUM REBAR
533.4SAM—
533.4SSS—
137.3MGO21" VCP
445.2SRC—
324.1SSSBLISTERING PEELING CONCRETE
0AMH1:35AM
468.3SRC—
533.4SSS—
533.8AMH2:35AM
462.7SRCCIRCUM
0MWM—
314.2SRVCIRCUM REBAR
533.4SAMSEVERE AGG
324.1SAMSEVERE AGG
533.4SRVCIRCUM REBAR
438.7SRCCIRCUM
372.1SRCCIRCUM
514.3SRC—
510.6SRCCIRCUM REBAR
433.2SSS—
533.4SRCCIRCUM REBAR
0MWL—
434.6SRVCIRCUM

Properties (5)

custom_field_three
CIRCUM REBAR -SEVERE AGG
custom_field_two
2
customer
LACSD
datetime
2016-06-11T00:47:12-07:00
year_laid
19810109