Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 11, 2021, 06:48 AM

  • H 1284_H 1283_02102021_230416.mp4

Date
02/10/2021
W/O
870408
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z01183
PipeID
P17300
Time
10:48 PM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8601
Sewer Name
H JOINT OUTFALL H - UNIT 8L
City
AZUSA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
11
Purpose
Routine Assessment
Project
RFIR_WO_870408_TV22154_JAN2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
H 1284
Downstream MH
H 1283
Dir. of Survey
Downstream
Length Surveyed
298.5 ft.
Total Length
298.5 ft.
Structural Index
2
Structural Quick
2K00
Structural Rating
118
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
118
Pipe schematic from manhole H 1284 to H 1283
MH: H 1284MH: H 1283downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 12840 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 35 %of cross sectional area2.3 ft. MGO - General Observation - MAG COAT2.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start11.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 8"19.5 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"51.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 8"67.6 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"123.9 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"131.7 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"227.8 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"236.1 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 8"297 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish297.9 ft. MGO - General Observation - CONNECTION AT MH, 3 O'CLOCK298.5 ft. AMH - Downstream Manhole, Survey Ends - H 1283

Observation photos (5)

  • General Observation - MAG COAT

    2.3 ft. - General Observation - MAG COAT

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

    2.3 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"

    19.5 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"

    67.6 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"

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

All inspections of P17300Work order 870408

Observations (16)

DistanceCodeObservation
298.5AMHH 1283
297SSS—
19.5TB—
0AMHH 1284
0MWL—
123.9TFC—
297.9MGOCONNECTION AT MH, 3 O'CLOCK
236.1TFC—
227.8TFC—
131.7TB—
67.6TB—
11.3TFC—
0MWM—
51.4TFC—
2.3MGOMAG COAT
2.3SSS—

Properties (6)

custom_field_three
SPALLING, MAG COAT
custom_field_two
3
customer
1
datetime
2021-02-10T22:48:43-08:00
documentation
PRO PIPE
is_lateral_inspection
false