Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 27, 2017, 12:23 PM

  • 03 0324_03 0323_1272017_043518.mp4

Date
01/27/2017
W/O
0619904
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00359
PipeID
P04898
Time
4:23 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0416
Sewer Name
03 ANAHEIM STREET TRUNK
City
LONG BEACH
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
24
Purpose
Capital Improvement Program Assesment
Project
20170125MDM_ANAHEIM_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Upstream MH
03 0324
Downstream MH
03 0323
Dir. of Survey
Downstream
Length Surveyed
320 ft.
Total Length
320 ft.
Structural Index
3
Structural Quick
4122
Structural Rating
8
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
14
Pipe schematic from manhole 03 0324 to 03 0323
MH: 03 0324MH: 03 0323downstream0 ft. AMH - Upstream Manhole, Survey Begins - 4:35AM0 ft. MWM - Water Mark, 60 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG36 ft. MGO - General Observation - 30" RCP141.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES - PEELING CONCRETE190.9 ft. SSSC - Surface Spalling Chemical, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTAHED266.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - POSSIBLE PIPE SECTIONS319.6 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG320 ft. AMH - Downstream Manhole, Survey Ends - 5:00AM

Observation photos (5)

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

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

  • General Observation - 30" RCP

    36 ft. - General Observation - 30" RCP

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

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

  • Surface Spalling Chemical, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTAHED

    190.9 ft. - Surface Spalling Chemical, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTAHED

  • Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - POSSIBLE PIPE SECTIONS

    266.5 ft. - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - POSSIBLE PIPE SECTIONS

All inspections of P04898Work order 0619904

Observations (10)

DistanceCodeObservation
190.9SSSCPEELING CONCRETE SEVERE AGG ATTAHED
266.5DSZPOSSIBLE PIPE SECTIONS
141.4SSSPEELING CONCRETE
0AMH4:35AM
36MGO30" RCP
319.6SAMSEVERE AGG
0MWM—
2SAMSEVERE AGG
0MWL—
320AMH5:00AM

Properties (4)

custom_field_three
MISSING SEVERE AGG PEELNG CONCRETE
custom_field_two
1
customer
LACSD
datetime
2017-01-27T04:23:47-08:00