Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 27, 2019, 11:49 AM

  • Section#15_B 0868_B 0484__9272019__I0253.mp4

Date
09/27/2019
W/O
0787705
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00098
PipeID
P09025
Time
4:49 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0253
Sewer Name
B JOINT OUTFALL B - UNIT 6D
City
ROSEMEAD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
20
Purpose
Capital Improvement Program Assesment
Project
20190924MDM_JOINT_OUTFALL_B_UNIT_6D
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
B 0868
Downstream MH
B 0484
Dir. of Survey
Downstream
Length Surveyed
474.7 ft.
Total Length
474.7 ft.
Structural Index
3
Structural Quick
3R2R
Structural Rating
476
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
480
Pipe schematic from manhole B 0868 to B 0484
MH: B 0868MH: B 0484downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:55AM2 ft. MGO - General Observation - MAG COAT 80% START2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING FLAKING CONCRETE53.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG140.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG459.7 ft. MWM - Water Mark, 70 %of cross sectional area474.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG474.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING FLAKING CONCRETE474.3 ft. MGO - General Observation - MAG COAT 80% FINISH474.7 ft. AMH - Downstream Manhole, Survey Ends - 5:20AM

Observation photos (6)

  • General Observation - MAG COAT 80% START

    2 ft. - General Observation - MAG COAT 80% START

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING FLAKING CONCRETE

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING FLAKING CONCRETE

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    53.7 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

    140.5 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Water Mark, 70 %of cross sectional area

    459.7 ft. - Water Mark, 70 %of cross sectional area

All inspections of P09025Work order 0787705

Observations (13)

DistanceCodeObservation
0MWM—
2MGOMAG COAT 80% START
53.7SAPSEVERE AGG
474.3SAPSEVERE AGG
474.3SSSBLISTERING FLAKING CONCRETE
0MWL—
474.7AMH5:20AM
140.5SAPSEVERE AGG
0AMH4:55AM
474.3MGOMAG COAT 80% FINISH
2SAPSEVERE AGG
459.7MWM—
2SSSBLISTERING FLAKING CONCRETE

Properties (6)

custom_field_three
SEVERE AGG PROJECTING
custom_field_two
3
customer
LACSD
datetime
2019-09-27T04:49:24-07:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false