Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 16, 2021, 07:11 AM

  • 18 0417_18 0416_03162021_002808.mp4

Date
03/16/2021
W/O
880300
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00699
PipeID
P14252
Time
12:11 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8638
Sewer Name
18 SANTA FE STREET RELIEF TRUNK
City
S. WHITTIER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
RFIR_WO_880300_TV18173_MAR2021
Sewer Type
Gravity
Material
NRCP
Shape
Square
Height
18 in.
Width
18 in.
Upstream MH
18 0417
Downstream MH
18 0416
Dir. of Survey
Downstream
Length Surveyed
327.8 ft.
Total Length
327.8 ft.
Structural Index
3
Structural Quick
3L2L
Structural Rating
320
O&M Index
2
O&M Quick
2L00
O&M Rating
128
Overall Index
2
Overall Quick
—
Overall Rating
448
Pipe schematic from manhole 18 0417 to 18 0416
MH: 18 0417MH: 18 0416downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 04170 ft. MWL - Water Level, 25 %of cross sectional area2.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.5 ft. MGO - General Observation - MAG COAT2.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start5 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - POSSIBLE DEBRIS56.5 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"119.5 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"185.2 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"281.3 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"324 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - POSSIBLE DEPOSITS324.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish324.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish327.8 ft. AMH - Downstream Manhole, Survey Ends - 18 0416327.8 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK CAPPED

Observation photos (7)

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

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

  • General Observation - MAG COAT

    2.5 ft. - General Observation - MAG COAT

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

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

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

    56.5 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

    119.5 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"

    185.2 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

    281.3 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

All inspections of P14252Work order 880300

Observations (16)

DistanceCodeObservation
56.5TB—
185.2TB—
0MWM—
2.5SAP—
0AMH18 0417
2.5MGOMAG COAT
324.7SSS—
0MWL—
327.8AMH18 0416
324DSZPOSSIBLE DEPOSITS
5DSZPOSSIBLE DEBRIS
2.5SSS—
324.7SAP—
119.5TB—
327.8MGOCONNECTION AT MH 9 O'CLOCK CAPPED
281.3TB—

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2021-03-16T00:11:59-07:00
documentation
PRO PIPE
is_lateral_inspection
false