Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 15, 2019, 06:45 AM

  • H 1384_H 1383 _08142019_235914.mp4

Date
08/14/2019
W/O
782286
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z01204
PipeID
P16257
Time
11:45 PM
Certificate
U-115-06022794
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6805
Sewer Name
H JOINT OUTFALL H - UNIT 8M
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
35
Purpose
Routine Assessment
Project
RFIR_WO_782286_TV22174_AUG2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
H 1384
Downstream MH
H 1383
Dir. of Survey
Downstream
Length Surveyed
170.1 ft.
Total Length
170.2 ft.
Structural Index
3
Structural Quick
3F2F
Structural Rating
165
O&M Index
2
O&M Quick
2511
O&M Rating
11
Overall Index
2
Overall Quick
—
Overall Rating
176
Pipe schematic from manhole H 1384 to H 1383
MH: H 1384MH: H 1383downstream0 ft. VC - Vermin Cockroach, within 8 inches of joint: YES - ROACHES @ MH0 ft. AMH - Upstream Manhole, Survey Begins - H 13840.1 ft. MWM - Water Mark, 40 %of cross sectional area0.1 ft. MWL - Water Level, 20 %of cross sectional area2.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. MGO - General Observation - 80% MAG COAT THROUGHOUT21.2 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 8"45.4 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8", 8" - OPEN69.8 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 8"93.6 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN117.8 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 8"141.6 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 8"165.8 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"167.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish167.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish169 ft. MGO - General Observation - PEELING AND FLAKING THROUGHOUT REACH170.1 ft. AMH - Downstream Manhole, Survey Ends - H 1383170.1 ft. MGO - General Observation - CONN 9 O'CLOCK @ MH/ACTIVE

Observation photos (3)

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

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

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

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

  • General Observation - 80% MAG COAT THROUGHOUT

    2.1 ft. - General Observation - 80% MAG COAT THROUGHOUT

All inspections of P16257Work order 782286

Observations (19)

DistanceCodeObservation
45.4TBOPEN
69.8TBC—
2.1SSS—
141.6TBC—
169MGOPEELING AND FLAKING THROUGHOUT REACH
165.8TBC—
170.1AMHH 1383
0VCROACHES @ MH
167.1SSS—
0.1MWM—
117.8TBC—
2.1SAP—
0.1MWL—
0AMHH 1384
93.6TBOPEN
2.1MGO80% MAG COAT THROUGHOUT
170.1MGOCONN 9 O'CLOCK @ MH/ACTIVE
21.2TBC—
167.1SAP—

Properties (5)

custom_field_two
3
customer
LACSD
datetime
2019-08-14T23:45:53-07:00
documentation
PRO PIPE
is_lateral_inspection
false