Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 9, 2016, 08:21 AM

  • 02 1405_02 1404_20160509_013144.mp4

Date
05/09/2016
W/O
568667
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00349
PipeID
P02976
Time
1:21 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3367
Sewer Name
02 DISTRICT #2 INTERCEPTOR TRUNK
City
COMMERCE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
20
Purpose
Routine Assessment
Project
RFIR_WO_568667_TV02220_MAY2016
Sewer Type
GRAVITY
Material
Reinforced Concrete Pipe
Shape
Circular
Height
48 in.
Upstream MH
02 1405
Downstream MH
02 1404
Dir. of Survey
Downstream
Length Surveyed
300.6 ft.
Total Length
300.6 ft.
Structural Index
3
Structural Quick
5134
Structural Rating
17
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
—
Overall Rating
19
Pipe schematic from manhole 02 1405 to 02 1404
MH: 02 1405MH: 02 1404downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 02 14050 ft. MWM - Water Mark, 35 %of cross sectional area2.3 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start2.5 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start11.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish11.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO, Start59.2 ft. LR - Alignment Right, 15 %264.3 ft. SRP - Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO281.1 ft. SRP - Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO292.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish293 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish300.6 ft. AMH - Downstream Manhole, Survey Ends - 02 1404

Observation photos (6)

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2.3 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    2.5 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish

    11.7 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

    11.7 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

  • Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO

    264.3 ft. - Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO

    281.1 ft. - Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO

All inspections of P02976Work order 568667

Observations (13)

DistanceCodeObservation
300.6AMH02 1404
293SAP—
281.1SRP—
0MWL—
292.1SRV—
264.3SRP—
0AMH02 1405
11.7SAP—
2.5SAP—
11.7SAP—
0MWM—
2.3SRV—
59.2LR—

Properties (5)

custom_field_two
2
customer
LACSD
datetime
2016-05-09T01:21:10-07:00
documentation
PROPIPE
is_lateral_inspection
false