Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 23, 2020, 04:00 PM

  • 4_1_1_23102020_092407.mp4

Date
10/23/2020
W/O
0853364
Weather
Dry
Operator/Surveyor
FRANKLIN
Sewer ID
Z00139
PipeID
P09817
Time
9:00 AM
Certificate
U-415-06024039
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0352
Sewer Name
JOINT OUTFALL C - UNIT 8A
City
LONG BEACH
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
09
Purpose
Routine Assessment
Project
20201020DF_JOINT_OUTFALL_C_UNIT_8A
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Upstream MH
C 0354
Downstream MH
C 0353
Dir. of Survey
Downstream
Length Surveyed
821.2 ft.
Total Length
821.2 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
3
O&M Quick
3_2_
O&M Rating
795
Overall Index
3
Overall Quick
—
Overall Rating
805
Pipe schematic from manhole C 0354 to C 0353
MH: C 0354MH: C 0353downstream0 ft. AMH - Upstream Manhole, Survey Begins - 9:03 AM0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 0 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. ID - Infiltration Dripper, from 08 to 04 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, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start396.1 ft. MGP - General Photograph471.2 ft. MGP - General Photograph792 ft. MGP - General Photograph792 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish794.8 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish794.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish794.8 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish794.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish821.2 ft. AMH - Downstream Manhole, Survey Ends - 10:24 AM

Observation photos (7)

  • Deposits Attached Grease, 0 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 0 %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

  • 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

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

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

  • General Photograph

    396.1 ft. - General Photograph

  • General Photograph

    471.2 ft. - General Photograph

  • General Photograph

    792 ft. - General Photograph

All inspections of P09817Work order 0853364

Observations (17)

DistanceCodeObservation
2DAGS—
2ID—
396.1MGP—
2SSS—
471.2MGP—
2SAP—
0AMH9:03 AM
792MGP—
792SSS—
794.8SRC—
2SRC—
794.8DAGS—
794.8ID—
0MWM—
794.8SAP—
0MWL—
821.2AMH10:24 AM

Properties (6)

custom_field_three
REINFORCEMENT CORRODED/INFILTRATION THROUGHOUT
custom_field_two
2
customer
1
datetime
2020-10-23T09:00:52-07:00
documentation
FRANKLIN, SHADLER, IGNACIO, RAMIREZ, BRAR
is_lateral_inspection
false