Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 1, 2020, 11:17 AM

  • 22 0736_22 0713_1212020_032231.mp4

Date
12/01/2020
W/O
0860114
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00821
PipeID
P17092
Time
3:17 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1642
Sewer Name
22 PUDDINGSTONE TRUNK, SECTS 1&2
City
SAN DIMAS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
22
Purpose
Capital Improvement Program Assesment
Project
20201201MDM_PUDDINGSTONE_TRUNK_SECTS_1_3
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
22 0736
Downstream MH
22 0713
Dir. of Survey
Downstream
Length Surveyed
328.9 ft.
Total Length
328.9 ft.
Structural Index
3
Structural Quick
4223
Structural Rating
14
O&M Index
2
O&M Quick
5131
O&M Rating
12
Overall Index
3
Overall Quick
—
Overall Rating
26
Pipe schematic from manhole 22 0736 to 22 0713
MH: 22 0736MH: 22 0713downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:20AM2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. MGO - General Observation - 50% MAG COAT2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE SEVERE AGG ATTACHED37.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVSRE AGG ATTACHED54.6 ft. RMJ - Roots Medium Joint, from 09 to 02 o'clock, 5 %, within 8 inches of joint: YESR67.5 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YESR - 1%76.6 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active78.2 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YESR - 4%100.8 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG178.6 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Open280.7 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Open299.9 ft. MWLS - Water Level, Sag in pipe, 30 %of cross sectional area, Start309.7 ft. MWM - Water Mark, 80 %of cross sectional area328.4 ft. MGO - General Observation - OPEN POSSIBLE PARTAL STOPLOG IN PLACE328.4 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG328.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - PAPER DEBRIE IN MH328.4 ft. MWLS - Water Level, Sag in pipe, 30 %of cross sectional area, Finish328.4 ft. MGO - General Observation - 50% MAG COAT FINISH328.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE SEVERE AGG ATTACHED328.9 ft. AMH - Downstream Manhole, Survey Ends - 3:50AM

Observation photos (9)

  • 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

  • General Observation - 50% MAG COAT

    2 ft. - General Observation - 50% MAG COAT

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE SEVERE AGG ATTACHED

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVSRE AGG ATTACHED

    37.8 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVSRE AGG ATTACHED

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

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

  • Water Level, Sag in pipe, 30 %of cross sectional area, Start

    299.9 ft. - Water Level, Sag in pipe, 30 %of cross sectional area, Start

  • Water Mark, 80 %of cross sectional area

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

  • General Observation - OPEN POSSIBLE PARTAL STOPLOG IN PLACE

    328.4 ft. - General Observation - OPEN POSSIBLE PARTAL STOPLOG IN PLACE

  • Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - PAPER DEBRIE IN MH

    328.4 ft. - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - PAPER DEBRIE IN MH

All inspections of P17092Work order 0860114

Observations (23)

DistanceCodeObservation
100.8SAMSEVERE AGG
328.4MGOOPEN POSSIBLE PARTAL STOPLOG IN PLACE
67.5RFJ1%
54.6RMJ—
328.4SAMSEVERE AGG
0MWM—
2SAMSEVERE AGG
328.9AMH3:50AM
2MGO50% MAG COAT
328.4DSZPAPER DEBRIE IN MH
328.4MWLS—
0MWL—
78.2RFJ4%
299.9MWLS—
2SSSBLISTERING PEELING CONCRETE SEVERE AGG ATTACHED
178.6TFOpen
280.7TFOpen
328.4MGO50% MAG COAT FINISH
328.4SSSBLISTERING PEELING CONCRETE SEVERE AGG ATTACHED
37.8SSSPEELING CONCRETE SEVSRE AGG ATTACHED
309.7MWM—
76.6TFAActive
0AMH3:20AM

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
1
customer
LACSD
datetime
2020-12-01T03:17:28-08:00
documentation
MARTIN,OLIVER 111,CASTILLO,RUVALCABA
is_lateral_inspection
false