Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 21, 2016, 08:09 AM

  • 03 0321_03 0320_4212016_030849.mp4

Date
04/21/2016
W/O
0569560
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00359
PipeID
P04895
Time
1:09 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 0321
Downstream MH
03 0320
Dir. of Survey
Downstream
Length Surveyed
322.6 ft.
Total Length
322.6 ft.
Structural Index
3
Structural Quick
4231
Structural Rating
17
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
21
Pipe schematic from manhole 03 0321 to 03 0320
MH: 03 0321MH: 03 0320downstream0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. AMH - Upstream Manhole, Survey Begins - 2:45AM0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING LAITANCE COAT & CONCRETE2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG8 ft. MGO - General Observation - 30" RCP29.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING LAITANCE COAT68.1 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG90 ft. MGO - General Observation - DEBRIE TOP OF PIPE -POSSIBLE FULL PIPE AT TIMES125.2 ft. MGO - General Observation - POSSIBLE DEBRIE UNDER FLOW156.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 8" - Active157.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES169 ft. MWM - Water Mark, 40 %of cross sectional area169 ft. MWL - Water Level, 20 %of cross sectional area208.7 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG322.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG322.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING LAITANCE COAT & CONCRETE322.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG322.6 ft. AMH - Downstream Manhole, Survey Ends - 3:20AM

Observation photos (9)

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

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

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

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

  • General Observation - 30" RCP

    8 ft. - General Observation - 30" RCP

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING LAITANCE COAT

    29.3 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING LAITANCE COAT

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

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

  • General Observation - DEBRIE TOP OF PIPE -POSSIBLE FULL PIPE AT TIMES

    90 ft. - General Observation - DEBRIE TOP OF PIPE -POSSIBLE FULL PIPE AT TIMES

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

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

  • Water Mark, 40 %of cross sectional area

    169 ft. - Water Mark, 40 %of cross sectional area

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

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

All inspections of P04895Work order 0569560

Observations (20)

DistanceCodeObservation
68.1SAMSEVERE AGG
322.6AMH3:20AM
322.3SAPSEVERE AGG
8MGO30" RCP
156.7TFActive
0MGOConn. @ Mh, 3 O' Clock. Active
0AMH2:45AM
2SSSPEELING LAITANCE COAT & CONCRETE
0MWM—
125.2MGOPOSSIBLE DEBRIE UNDER FLOW
169MWM—
29.3SSSPEELING LAITANCE COAT
322.3SSSPEELING LAITANCE COAT & CONCRETE
208.7SAMSEVERE AGG
322.3SAMSEVERE AGG
2SAPSEVERE AGG
90MGODEBRIE TOP OF PIPE -POSSIBLE FULL PIPE AT TIMES
0MWL—
169MWL—
157.3SSS—

Properties (4)

custom_field_three
MISSING SEVE AGG-PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-04-21T01:09:13-07:00