Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 11, 2019, 08:46 AM

  • 22 0270_22 0269_2112019_011748.mp4

Date
02/11/2019
W/O
0751293
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00793
PipeID
P16555
Time
12:46 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1105
Sewer Name
22 CAMERON TRUNK, SECTS 1,2,&3
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
36
Purpose
Maintenance Related
Project
20190211MDM_CAMERON_TRUNK_SECTS_1_2_3
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
22 0270
Downstream MH
22 0269
Dir. of Survey
Downstream
Length Surveyed
169.8 ft.
Total Length
169.8 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
6
Pipe schematic from manhole 22 0270 to 22 0269
MH: 22 0270MH: 22 0269downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM27.7 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped44 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped85.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - PEELED CONCRETE SEVERE AGG ATTACHED85.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - PEELED CONCRETE SEVERE AGG ATTACHED88.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped112.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped137.1 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped157.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped169.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERE AGG ATTACHED THROUGHOUT REACH169.8 ft. AMH - Downstream Manhole, Survey Ends - 1:20AM

Observation photos (3)

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - PEELED CONCRETE SEVERE AGG ATTACHED

    85.5 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - PEELED CONCRETE SEVERE AGG ATTACHED

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - PEELED CONCRETE SEVERE AGG ATTACHED

    85.6 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - PEELED CONCRETE SEVERE AGG ATTACHED

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

    169.2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERE AGG ATTACHED THROUGHOUT REACH

All inspections of P16555Work order 0751293

Observations (13)

DistanceCodeObservation
88.5TFCCapped
169.8AMH1:20AM
85.6DSZPEELED CONCRETE SEVERE AGG ATTACHED
85.5DSZPEELED CONCRETE SEVERE AGG ATTACHED
137.1TFCCapped
0MWM—
157.5TFCCapped
44TFCCapped
27.7TFCCapped
0MWL—
0AMH12:55AM
169.2SSSPEELING CONCRETE SEVERE AGG ATTACHED THROUGHOUT REACH
112.9TFCCapped

Properties (3)

additional_info
POST DEBRIS INSPECTION ONLY
customer
LACSD
datetime
2019-02-11T00:46:15-08:00