Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 4, 2019, 10:30 AM

  • 01 0230_01 0229_942019_051826.mp4

Date
09/04/2019
W/O
0787675
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00202
PipeID
P01272
Time
3:30 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1267
Sewer Name
01 COMPTON AVENUE TRUNK
City
COMPTON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
03
Purpose
Capital Improvement Program Assesment
Project
20190904MDM_COMPTON_AVENUE_TRUNK
Material
NRCP
Shape
Circular
Height
10 in.
Upstream MH
01 0230
Downstream MH
01 0229
Dir. of Survey
Downstream
Length Surveyed
209.8 ft.
Total Length
209.8 ft.
Structural Index
3
Structural Quick
4323
Structural Rating
18
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
18
Pipe schematic from manhole 01 0230 to 01 0229
MH: 01 0230MH: 01 0229downstream0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 5:15AM0 ft. MWM - Water Mark, 30 %of cross sectional area1 ft. MGO - General Observation - PARTIAL STOPLOGS IN PLACE2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, - PEELING CONCRETE2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG21.1 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG59.8 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open67.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open103 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open105.6 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open115.9 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Active118.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - BLISTERING CONCRETE120.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG138.5 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open149.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open201.9 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open207 ft. FC - Fracture Circumferential, from 08 to 11 o'clock, within 8 inches of joint: YES - HAIRLINE209.1 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG209.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish - BLISTERING CONCRETE209.8 ft. AMH - Downstream Manhole, Survey Ends - 5:40AM

Observation photos (6)

  • General Observation - PARTIAL STOPLOGS IN PLACE

    1 ft. - General Observation - PARTIAL STOPLOGS IN PLACE

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

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

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

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

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

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

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - BLISTERING CONCRETE

    118.6 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - BLISTERING CONCRETE

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

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

All inspections of P01272Work order 0787675

Observations (22)

DistanceCodeObservation
0MGOConn. @ Mh, 3 O' Clock. Active
209.1SAMSEVERE AGG
115.9TFActive
209.1SSSBLISTERING CONCRETE
2SSSPEELING CONCRETE
103TFOpen
118.6SSSBLISTERING CONCRETE
21.1SAMSEVERE AGG
0MWL—
207FCHAIRLINE
67.8TFOpen
138.5TFOpen
149.1TFOpen
0AMH5:15AM
120.3SAMSEVERE AGG
0MWM—
201.9TFOpen
209.8AMH5:40AM
59.8TFOpen
105.6TFOpen
2SAMSEVERE AGG
1MGOPARTIAL STOPLOGS IN PLACE

Properties (6)

custom_field_three
SEVERE AGG MISSING
custom_field_two
2
customer
LACSD
datetime
2019-09-04T03:30:29-07:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false