Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 4, 2018, 05:50 AM

  • F 0254_F 0253_03052018_231501.mp4

Date
05/03/2018
W/O
695979
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00036
PipeID
P10177
Time
10:50 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5656
Sewer Name
F JOINT OUTFALL F - UNIT 3A RELIEF
City
CERRITOS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
39
Purpose
Routine Assessment
Project
WO_695979_TV02208_APR2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
66 in.
Width
66 in.
Upstream MH
F 0254
Downstream MH
F 0253
Dir. of Survey
Downstream
Length Surveyed
865.9 ft.
Total Length
865.9 ft.
Structural Index
4
Structural Quick
5a3b
Structural Rating
1385
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
1385
Pipe schematic from manhole F 0254 to F 0253
MH: F 0254MH: F 0253downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - F 02544.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start6.2 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start18.8 ft. SRP - Surface Reinforcement Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES145.1 ft. TF - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: NO, 6"394.1 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"409.4 ft. SRP - Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO662.2 ft. TFA - Tap Factory Made Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"681.6 ft. SRP - Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO839.7 ft. TF - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: NO, 6"865.9 ft. AMH - Downstream Manhole, Survey Ends - F 0253865.9 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish865.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (5)

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

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

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

    6.2 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

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

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

  • Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO

    409.4 ft. - Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO

    681.6 ft. - Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO

All inspections of P10177Work order 695979

Observations (15)

DistanceCodeObservation
839.7TF—
0MWL—
662.2TFA—
865.9AMHF 0253
18.8SRP—
394.1TFA—
6.2SRV—
681.6SRP—
0MWM—
0AMHF 0254
865.9SRV—
145.1TF—
409.4SRP—
4.1SAP—
865.9SAP—

Properties (7)

additional_info
SC359311
custom_field_two
1
customer
LACSD
datetime
2018-05-03T22:50:30-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
27333