Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 1, 2021, 03:53 PM

  • 15 0243_15 0242_06012021_091339.mp4

Date
06/01/2021
W/O
890822
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00627
PipeID
P12165
Time
8:53 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8974
Sewer Name
15 SAN JOSE CREEK TRUNK
City
HACIENDA HEIGHTS
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
34
Purpose
Routine Assessment
Project
WO_890822_TV15001_MAY2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Width
36 in.
Upstream MH
15 0243
Downstream MH
15 0242
Dir. of Survey
Downstream
Length Surveyed
496.9 ft.
Total Length
496.9 ft.
Structural Index
3
Structural Quick
3S2S
Structural Rating
495
O&M Index
2
O&M Quick
2800
O&M Rating
16
Overall Index
2
Overall Quick
—
Overall Rating
511
Pipe schematic from manhole 15 0243 to 15 0242
MH: 15 0243MH: 15 0242downstream0 ft. AMH - Upstream Manhole, Survey Begins - 15 02430 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area3.3 ft. MGO - General Observation - MAG COAT3.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.3 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start100.5 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"299.9 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"455.3 ft. OBZ - Obstacles Other, 10 %of cross sectional area, at 06 o'clock, Start - UNDER FLOW471.9 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 8"496.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish496.9 ft. AMH - Downstream Manhole, Survey Ends - 15 0242496.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish496.9 ft. OBZ - Obstacles Other, 10 %of cross sectional area, at 06 o'clock, Finish - UNDER FLOW

Observation photos (7)

  • General Observation - MAG COAT

    3.3 ft. - General Observation - MAG COAT

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

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

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

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

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"

    100.5 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"

    299.9 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"

  • Obstacles Other, 10 %of cross sectional area, at 06 o'clock, Start - UNDER FLOW

    455.3 ft. - Obstacles Other, 10 %of cross sectional area, at 06 o'clock, Start - UNDER FLOW

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 8"

    471.9 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 8"

All inspections of P12165Work order 890822

Observations (14)

DistanceCodeObservation
0AMH15 0243
471.9TBA—
496.9SSS—
100.5TB—
496.9AMH15 0242
496.9SAV—
0MWL—
3.3MGOMAG COAT
496.9OBZUNDER FLOW
3.3SSS—
299.9TB—
3.3SAV—
0MWM—
455.3OBZUNDER FLOW

Properties (6)

custom_field_three
SPALLING, AGGREGATE VISIBLE
custom_field_two
3
customer
1
datetime
2021-06-01T08:53:47-07:00
documentation
PRO PIPE
is_lateral_inspection
false