Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 24, 2019, 10:46 AM

  • Section#3_B 0489_B 0488__9242019__I0250.mp4

  • Section#3_B 0489_B 0488__9242019__I0250.mp4

Date
09/24/2019
W/O
0787705
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00098
PipeID
P09037
Time
3:46 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0250
Sewer Name
B JOINT OUTFALL B - UNIT 6D
City
ROSEMEAD
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
20
Purpose
Capital Improvement Program Assesment
Project
20190924MDM_JOINT_OUTFALL_B_UNIT_6D
Material
NRCP
Shape
Circular
Height
36 in.
Upstream MH
B 0489
Downstream MH
B 0488
Dir. of Survey
Downstream
Length Surveyed
99.9 ft.
Total Length
99.9 ft.
Structural Index
2
Structural Quick
3C2C
Structural Rating
92
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
98
Pipe schematic from manhole B 0489 to B 0488
MH: B 0489MH: B 0488downstream0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:45AM2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - FLAKING CONCRETE11.9 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG18.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG22.7 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - POSSIBLE DEBRIE UNDR FLOW99.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - FLAKING BLISTERING CONCRETE99.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG99.2 ft. MGO - General Observation - MH IS A FLOW CONTROL MH99.9 ft. AMH - Downstream Manhole, Survey Ends - 5:00AM

Observation photos (3)

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

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

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

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

  • Deposits Settled Other, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - POSSIBLE DEBRIE UNDR FLOW

    22.7 ft. - Deposits Settled Other, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - POSSIBLE DEBRIE UNDR FLOW

All inspections of P09037Work order 0787705

Observations (11)

DistanceCodeObservation
99.2SSSFLAKING BLISTERING CONCRETE
99.2SAPSEVERE AGG
18.3SAPSEVERE AGG
11.9SAPSEVERE AGG
99.2MGOMH IS A FLOW CONTROL MH
0MWL—
0MWM—
0AMH4:45AM
2SSSFLAKING CONCRETE
22.7DSZPOSSIBLE DEBRIE UNDR FLOW
99.9AMH5:00AM

Properties (6)

custom_field_three
SEVERE AGG MISSING
custom_field_two
3
customer
LACSD
datetime
2019-09-24T03:46:47-07:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false