Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 6, 2017, 08:37 AM

  • Section#7_F 0155_F 0259__762017__G6776.mp4

Date
07/06/2017
W/O
0649649
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00043
PipeID
P10289
Time
1:37 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6776
Sewer Name
F JOINT OUTFALL F - UNIT 7A
City
CERRITOS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
37
Purpose
Routine Assessment
Project
20170705MDM_JOINT_OUTFALL_F_UNIT_7A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
51 in.
Upstream MH
F 0155
Downstream MH
F 0259
Dir. of Survey
Downstream
Length Surveyed
421.2 ft.
Total Length
421.2 ft.
Structural Index
4
Structural Quick
574P
Structural Rating
371
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
371
Pipe schematic from manhole F 0155 to F 0259
MH: F 0155MH: F 0259downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:05AM0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. MGO - General Observation - MAG COAT 30% START 8:00 TO 4:002.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR7.4 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO, Finish - CIRCUM50.7 ft. SRV - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES - POSSIBLE CIRCUM REBAR62.2 ft. SRV - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - POOSIBLE REBAR89.2 ft. SRV - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR94.1 ft. SRV - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES - POSSIBLE CIRCUM REBAR115 ft. SRV - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR420.1 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG420.1 ft. MGO - General Observation - MAG COAT 30% FINISH421.2 ft. AMH - Downstream Manhole, Survey Ends - 3:50AM

Observation photos (8)

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

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

  • General Observation - MAG COAT 30% START 8:00 TO 4:00

    2 ft. - General Observation - MAG COAT 30% START 8:00 TO 4:00

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR

    2.2 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR

  • Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES - POSSIBLE CIRCUM REBAR

    50.7 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES - POSSIBLE CIRCUM REBAR

  • Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - POOSIBLE REBAR

    62.2 ft. - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - POOSIBLE REBAR

  • Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    89.2 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES - POSSIBLE CIRCUM REBAR

    94.1 ft. - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES - POSSIBLE CIRCUM REBAR

  • Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR

    115 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR

All inspections of P10289Work order 0649649

Observations (15)

DistanceCodeObservation
94.1SRVPOSSIBLE CIRCUM REBAR
7.4SRCCIRCUM
2.2SRCCIRCUM REBAR
89.2SRVCIRCUM REBAR
420.1SAMSEVERE AGG
421.2AMH3:50AM
0MWL—
0AMH3:05AM
2SAMSEVERE AGG
2MGOMAG COAT 30% START 8:00 TO 4:00
62.2SRVPOOSIBLE REBAR
50.7SRVPOSSIBLE CIRCUM REBAR
420.1MGOMAG COAT 30% FINISH
115SRVPOSSIBLE CIRCUM REBAR
0MWM—

Properties (4)

custom_field_three
CORRODED CIRCUM REBAR SPORATIC
custom_field_two
2
customer
LACSD
datetime
2017-07-06T01:37:16-07:00