Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 21, 2016, 08:10 AM

  • 03 0317_03 0316_4212016_043337.mp4

Date
04/21/2016
W/O
0569560
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00359
PipeID
P04891
Time
1:10 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0111
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.
23
Purpose
Routine Assessment
Project
20160421MDM_ANAHEIM_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Upstream MH
03 0317
Downstream MH
03 0316
Dir. of Survey
Downstream
Length Surveyed
329.6 ft.
Total Length
329.6 ft.
Structural Index
3
Structural Quick
4324
Structural Rating
20
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
3
Overall Quick
—
Overall Rating
25
Pipe schematic from manhole 03 0317 to 03 0316
MH: 03 0317MH: 03 0316downstream0 ft. AMH - Upstream Manhole, Survey Begins - 4:30AM0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active0 ft. MWM - Water Mark, 80 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. MWL - Water Level, 20 %of cross sectional area2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELIG BLISTERING LAITANCE COAT & CONCRETE2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG31.5 ft. MGO - General Observation - POSSIBLE DEBRIE UNDER FLOW49 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE56 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG146.1 ft. MGO - General Observation - 30" VCP146.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8" - Open209.3 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE215.9 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG278.9 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES329.2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG329.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING BLISTERING LAITANCE COAT & CONCRETE329.6 ft. AMH - Downstream Manhole, Survey Ends - 5:05AM

Observation photos (10)

  • Water Mark, 80 %of cross sectional area

    0 ft. - Water Mark, 80 %of cross sectional area

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELIG BLISTERING LAITANCE COAT & CONCRETE

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELIG BLISTERING LAITANCE COAT & CONCRETE

  • 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

  • General Observation - POSSIBLE DEBRIE UNDER FLOW

    31.5 ft. - General Observation - POSSIBLE DEBRIE UNDER FLOW

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

    49 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

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

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

  • General Observation - 30" VCP

    146.1 ft. - General Observation - 30" VCP

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    209.3 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

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

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

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES

    278.9 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES

All inspections of P04891Work order 0569560

Observations (18)

DistanceCodeObservation
0AMH4:30AM
0MGOConn. @ Mh, 9 O' Clock. Active
278.9SSS—
329.6AMH5:05AM
31.5MGOPOSSIBLE DEBRIE UNDER FLOW
56SAMSEVERE AGG
49SSSPEELING CONCRETE
2SSSPEELIG BLISTERING LAITANCE COAT & CONCRETE
0MWM—
2SAMSEVERE AGG
215.9SAMSEVERE AGG
146.1MGO30" VCP
329.2SAMSEVERE AGG
209.3SSSPEELING CONCRETE
329.2SSSPEELING BLISTERING LAITANCE COAT & CONCRETE
146.1TFOpen
0MGOConn. @ Mh, 3 O' Clock. Active
0MWL—

Properties (4)

custom_field_three
SEVERE AGG - PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-04-21T01:10:18-07:00