Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 21, 2019, 09:07 AM
  • H 0869_H 0489A_21082019_022037.mp4

Date
08/21/2019
W/O
776994
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00181
PipeID
P20460
Time
2:07 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6873
Sewer Name
H JOINT OUTFALL H - UNIT 6
City
BASSETT
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
29
Purpose
Routine Assessment
Project
RFIR_WO_776994_TV15212_JUL2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Width
54 in.
Upstream MH
H 0869
Downstream MH
H 0489A
Dir. of Survey
Downstream
Length Surveyed
354.1 ft.
Total Length
354.1 ft.
Structural Index
3
Structural Quick
513M
Structural Rating
327
O&M Index
2
O&M Quick
2M00
O&M Rating
140
Overall Index
2
Overall Quick
Overall Rating
467
Pipe schematic from manhole H 0869 to H 0489A
MH: H 0869MH: H 0489Adownstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 08690 ft. MGO - General Observation - STOP LOG CONNECTION AT MH 3 O'CLOCK0 ft. MWM - Water Mark, 25 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start70 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start78.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"207.1 ft. MGO - General Observation - MAG COATING THROUGHOUT348.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES350.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish350.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish350.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish354.1 ft. AMH - Downstream Manhole, Survey Ends - H 0489A

Observation photos (3)

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

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock,  , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

    348.9 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

Observations (14)

DistanceCodeObservation
2SAP
0MWL
2DAGS
350.1SSS
78.4TBA
0AMHH 0869
0MGOSTOP LOG CONNECTION AT MH 3 O'CLOCK
207.1MGOMAG COATING THROUGHOUT
350.1SAP
348.9SRV
0MWM
70SSS
354.1AMHH 0489A
350.1DAGS

Properties (6)

additional_info
SC378343
custom_field_two
2
customer
LACSD
datetime
2019-08-21T02:07:55-07:00
documentation
PRO PIPE
is_lateral_inspection
false