Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 13, 2021, 07:44 AM

  • 02 0705_02 0704_05132021_010356.mp4

Date
05/13/2021
W/O
890887
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00311
PipeID
P03256
Time
12:44 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8908
Sewer Name
02 WOODRUFF AVENUE TRUNK
City
DOWNEY
Loc. details
Alley
Location Code
H
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
27
Purpose
Routine Assessment
Project
RFIR_WO_890887_TV02370_MAY2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Width
15 in.
Upstream MH
02 0705
Downstream MH
02 0704
Dir. of Survey
Downstream
Length Surveyed
785.7 ft.
Total Length
785.7 ft.
Structural Index
3
Structural Quick
5C3^
Structural Rating
880
O&M Index
2
O&M Quick
2_00
O&M Rating
318
Overall Index
2
Overall Quick
—
Overall Rating
1198
Pipe schematic from manhole 02 0705 to 02 0704
MH: 02 0705MH: 02 0704downstream0 ft. AMH - Upstream Manhole, Survey Begins - 02 07050 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MGO - General Observation - CONN @ MH 9 O'CLOCK/ACTIVE2 ft. MGO - General Observation - 65% MAG COAT2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SRV - Surface Reinforcement Visible, from 09 to 03 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, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start86.5 ft. TBA - Tap Break-In Active, at 09 o'clock, -, within 8 inches of joint: NO, 6"100 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish415.1 ft. TBA - Tap Break-In Active, at 09 o'clock, -, within 8 inches of joint: NO, 6"459.4 ft. TBC - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"630.1 ft. TBC - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: YES, 4", 6"669.1 ft. TBC - Tap Break-In Capped, at 09 o'clock, -, within 8 inches of joint: YES, 4", 4"783.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish783.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish783.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish785.7 ft. MGO - General Observation - CONN @ MH 9 O'CLOCK/ACTIVE785.7 ft. MGO - General Observation - ROACHES @ MH785.7 ft. AMH - Downstream Manhole, Survey Ends - 02 0704

Observation photos (4)

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

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

  • General Observation - ROACHES @ MH

    785.7 ft. - General Observation - ROACHES @ MH

All inspections of P03256Work order 890887

Observations (21)

DistanceCodeObservation
100SRV—
0AMH02 0705
2MGO65% MAG COAT
0MWM—
2SAP—
783.5SAP—
630.1TBC—
2SRV—
459.4TBC—
785.7MGOCONN @ MH 9 O'CLOCK/ACTIVE
0MWL—
785.7MGOROACHES @ MH
2DAGS—
86.5TBA—
0MGOCONN @ MH 9 O'CLOCK/ACTIVE
669.1TBC—
415.1TBA—
2SSS—
783.5SSS—
783.5DAGS—
785.7AMH02 0704

Properties (7)

additional_info
630069051221202
custom_field_three
PROJECTING AGGREGATE/REINFORCEMENT VISIBLE
custom_field_two
2
customer
1
datetime
2021-05-13T00:44:00-07:00
documentation
PRO PIPE
is_lateral_inspection
false