Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 1, 2019, 07:10 AM

  • J 0003_J 0002 _01082019_005707.mp4

Date
08/01/2019
W/O
777426
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00060
PipeID
P11590
Time
12:10 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6728
Sewer Name
J JOINT OUTFALL J - UNIT 2A
City
HARBOR CITY
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
13
Purpose
Routine Assessment
Project
RFIR_WO_777426_TV08100_JUL2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Width
57 in.
Upstream MH
J 0003
Downstream MH
J 0002
Dir. of Survey
Downstream
Length Surveyed
573.7 ft.
Total Length
573.7 ft.
Structural Index
3
Structural Quick
513V
Structural Rating
575
O&M Index
2
O&M Quick
2V00
O&M Rating
228
Overall Index
2
Overall Quick
—
Overall Rating
803
Pipe schematic from manhole J 0003 to J 0002
MH: J 0003MH: J 0002downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - J 00030 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MGO - General Observation - MH NOT PRESENT2 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 75% MAG2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start3.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start25 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: YES, Start41 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: YES, Finish98.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 8"520.9 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 8", 8"571 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 75% MAG571 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish571 ft. MGO - General Observation - PEELING FLAKING THROUGHOUT572.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish572.1 ft. MGO - General Observation - CONNECTION AT MH 12 O'CLOCK572.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish573.7 ft. AMH - Downstream Manhole, Survey Ends - J 0002

Observation photos (2)

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

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

  • 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

All inspections of P11590Work order 777426

Observations (19)

DistanceCodeObservation
572.1DAGS—
571SZ75% MAG
3.3DAGS—
2SZ75% MAG
0MWM—
572.1MGOCONNECTION AT MH 12 O'CLOCK
571SAP—
2SAP—
573.7AMHJ 0002
0AMHJ 0003
572.1SSS—
0MWL—
25SRV—
98.8TBA—
3.3SSS—
0MGOMH NOT PRESENT
41SRV—
571MGOPEELING FLAKING THROUGHOUT
520.9TBA—

Properties (6)

additional_info
SC378227
custom_field_two
3
customer
LACSD
datetime
2019-08-01T00:10:13-07:00
documentation
PROPIPE
is_lateral_inspection
false