Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 30, 2019, 11:34 AM

  • B 1273_B 1272_5302019_043747.mp4

Date
05/30/2019
W/O
0771915
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01126
PipeID
P25168
Time
4:34 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1219
Sewer Name
B JOINT OUTFALL B - UNIT 6J
City
PASADENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
12
Purpose
Capital Improvement Program Assesment
Project
201905MDM_JOINT_OUTFALL_B_UNIT_6J
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
B 1273
Downstream MH
B 1272
Dir. of Survey
Downstream
Length Surveyed
346.6 ft.
Total Length
346.6 ft.
Structural Index
4
Structural Quick
5142
Structural Rating
13
O&M Index
2
O&M Quick
4121
O&M Rating
7
Overall Index
3
Overall Quick
—
Overall Rating
20
Pipe schematic from manhole B 1273 to B 1272
MH: B 1273MH: B 1272downstream0 ft. AMH - Upstream Manhole, Survey Begins - 4:40AM0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. MGO - General Observation - 80% MAG COAT START2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG21 ft. SRV - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR40.3 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - ROCKS DEBRIE68.1 ft. MWM - Water Mark, 50 %of cross sectional area80.2 ft. MWM - Water Mark, 40 %of cross sectional area80.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Finish - ROCKS DEBRIE158.9 ft. RFJ - Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YESR - 3%164.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG346 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG346 ft. MGO - General Observation - 80% MAG FINISH346.6 ft. AMH - Downstream Manhole, Survey Ends - 5:05AM

Observation photos (5)

  • General Observation - 80% MAG COAT START

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

  • 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

  • Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR

    21 ft. - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - ROCKS DEBRIE

    40.3 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - ROCKS DEBRIE

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

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

All inspections of P25168Work order 0771915

Observations (15)

DistanceCodeObservation
0AMH4:40AM
68.1MWM—
2MGO80% MAG COAT START
0MWM—
346SAMSEVERE AGG
80.2MWM—
40.3DSZROCKS DEBRIE
346.6AMH5:05AM
158.9RFJ3%
164.3SAMSEVERE AGG
0MWL—
80.2DSZROCKS DEBRIE
2SAMSEVERE AGG
346MGO80% MAG FINISH
21SRVPOSSIBLE REBAR

Properties (6)

custom_field_three
SEVERE AGG MISSING-POSSIBLE REBAR-80% MAG COAT
custom_field_two
3
customer
LACSD
datetime
2019-05-30T04:34:38-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false