Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 4, 2019, 09:17 AM

  • 02 1035_02 1034_642019_023101.mp4

Date
06/04/2019
W/O
0772204
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00280
PipeID
P03609
Time
2:17 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1221
Sewer Name
02 MONTEBELLO CITY TRUNK
City
MONTEBELLO
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
14
Purpose
Capital Improvement Program Assesment
Project
20290604MDM_M0NTEBELLO_CITY_TRUNK
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
02 1035
Downstream MH
02 1034
Dir. of Survey
Downstream
Length Surveyed
329.8 ft.
Total Length
329.8 ft.
Structural Index
2
Structural Quick
3223
Structural Rating
12
O&M Index
2
O&M Quick
3122
O&M Rating
7
Overall Index
2
Overall Quick
—
Overall Rating
19
Pipe schematic from manhole 02 1035 to 02 1034
MH: 02 1035MH: 02 1034downstream0 ft. MWL - Water Level, 0 %of cross sectional area - NO FLOW0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Capped0 ft. AMH - Upstream Manhole, Survey Begins - 2:30AM0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 99% START2 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - HARD SOIL2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - FLAKING CONCRETE UNDER MAG COAT60 ft. SSS - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES - SLIGHTLY ROUGH CONCRETE61.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped61.2 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - HARD SOIL61.2 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SOIL64 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped70.1 ft. MGO - General Observation - 70% MAG THIS LOCATION70.1 ft. MGO - General Observation - SMOOTH CONRETE UNDER MAG COAT91.9 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SOIL FINISH112.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped115.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped136.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped159.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped162.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped201.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped203.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped216.3 ft. MGO - General Observation - 70% MAG COAT START216.3 ft. MGP - General Photograph248 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped250.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped272.8 ft. MGO - General Observation - SMOOTH CONCRETE UNDER MAG COAT292 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped294.2 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6" - Capped298.2 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE309.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - FLAKING CONCRETE309.4 ft. MGO - General Observation - MAG COAT 20% START309.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SMOOTH TO SLIGHTLY ROUGHT CONCRETE309.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SLIGHT AGG VISIBLE316.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG329.2 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active329.2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SLIGHT AGG329.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG329.2 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active329.2 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE329.2 ft. MGO - General Observation - 20% MAG FINISH329.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - FLAKING CONCRETE329.8 ft. AMH - Downstream Manhole, Survey Ends - 3:20AM

Observation photos (11)

  • General Observation - MAG COAT 99% START

    2 ft. - General Observation - MAG COAT 99% START

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - HARD SOIL

    2 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - HARD SOIL

  • Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES - SLIGHTLY ROUGH CONCRETE

    60 ft. - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES - SLIGHTLY ROUGH CONCRETE

  • Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SOIL

    61.2 ft. - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SOIL

  • General Observation - 70% MAG THIS LOCATION

    70.1 ft. - General Observation - 70% MAG THIS LOCATION

  • General Observation - SMOOTH CONRETE UNDER MAG COAT

    70.1 ft. - General Observation - SMOOTH CONRETE UNDER MAG COAT

  • General Photograph

    216.3 ft. - General Photograph

  • General Observation - SMOOTH CONCRETE UNDER MAG COAT

    272.8 ft. - General Observation - SMOOTH CONCRETE UNDER MAG COAT

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

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

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

    309.4 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SLIGHT AGG VISIBLE

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

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

All inspections of P03609Work order 0772204

Observations (43)

DistanceCodeObservation
298.2DSZSLUDGE
329.8AMH3:20AM
309.4SSSFLAKING CONCRETE
2MGOMAG COAT 99% START
91.9DSZSOIL FINISH
329.2MGOConn. @ Mh, 9 O' Clock. Active
329.2SAVSLIGHT AGG
0MWLNO FLOW
309.4MGOMAG COAT 20% START
329.2SAPSEVERE AGG
2DSZHARD SOIL
61.2TFCCapped
329.2MGOConn. @ Mh, 3 O' Clock. Active
329.2DSZSLUDGE
61.2DSZHARD SOIL
112.9TFCCapped
272.8MGOSMOOTH CONCRETE UNDER MAG COAT
159.5TFCCapped
292TFCCapped
216.3MGO70% MAG COAT START
216.3MGP—
329.2MGO20% MAG FINISH
115.4TFCCapped
0MGOConn. @ Mh, 9 O' Clock. Capped
2SSSFLAKING CONCRETE UNDER MAG COAT
309.4SSSSMOOTH TO SLIGHTLY ROUGHT CONCRETE
162.3TFCCapped
203.5TFCCapped
70.1MGO70% MAG THIS LOCATION
248TFCCapped
60SSSSLIGHTLY ROUGH CONCRETE
329.2SSSFLAKING CONCRETE
309.4SAVSLIGHT AGG VISIBLE
61.2DSZSOIL
0AMH2:30AM
201.5TFCCapped
70.1MGOSMOOTH CONRETE UNDER MAG COAT
316.9SAPSEVERE AGG
64TFCCapped
250.6TFCCapped
294.2TFCCapped
136.4TFCCapped
0MWM—

Properties (6)

custom_field_three
PROJECTING SEVERE AGG
custom_field_two
2
customer
LACSD
datetime
2019-06-04T02:17:18-07:00
documentation
MARTIN,REVELES,OLIVER 111
is_lateral_inspection
false