Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 20, 2018, 07:40 AM

  • F 0028_F 0027_6202018_011553.mp4

Date
06/20/2018
W/O
0711445
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00033
PipeID
P10118
Time
12:40 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0896
Sewer Name
F JOINT OUTFALL F - UNIT 1
City
PARAMOUNT
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
01
Purpose
Capital Improvement Program Assesment
Project
20180620MDM_JOINT_OUTFALL_F_UNIT_1
Material
Reinforced Concrete Pipe
Shape
Circular
Height
69 in.
Upstream MH
F 0028
Downstream MH
F 0027
Dir. of Survey
Downstream
Length Surveyed
531.8 ft.
Total Length
531.8 ft.
Structural Index
5
Structural Quick
5741
Structural Rating
39
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
39
Pipe schematic from manhole F 0028 to F 0027
MH: F 0028MH: F 0027downstream0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:20AM0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 50% START 8:00 TO 4:002 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR10.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR44.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR53.4 ft. SRC - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR101.3 ft. MGO - General Observation - MAG COAT 70% START200.4 ft. SRC - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - IRCUM REBAR266.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - LONG & CIRCDUM REBAR485.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Change - CIRCUM REBAR531.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG531.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM AGG531.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR531.8 ft. AMH - Downstream Manhole, Survey Ends - 2:05AM

Observation photos (10)

  • General Observation - MAG COAT 50% START 8:00 TO 4:00

    2 ft. - General Observation - MAG COAT 50% START 8:00 TO 4:00

  • 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

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    10.9 ft. - Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    44.8 ft. - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    53.4 ft. - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • General Observation - MAG COAT 70% START

    101.3 ft. - General Observation - MAG COAT 70% START

  • Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - IRCUM REBAR

    200.4 ft. - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - IRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - LONG & CIRCDUM REBAR

    266.2 ft. - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: NO - LONG & CIRCDUM REBAR

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Change - CIRCUM REBAR

    485.9 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Change - CIRCUM REBAR

All inspections of P10118Work order 0711445

Observations (17)

DistanceCodeObservation
531.8AMH2:05AM
53.4SRCCIRCUM REBAR
531.3SAMSEVERE AGG
10.9SRCCIRCUM REBAR
0MWL—
200.4SRCIRCUM REBAR
2MGOMAG COAT 50% START 8:00 TO 4:00
101.3MGOMAG COAT 70% START
266.2SRCLONG & CIRCDUM REBAR
44.8SRCCIRCUM REBAR
531.3SRCCIRCUM AGG
531.3SRCCIRCUM REBAR
2SAMSEVERE AGG
3SRCCIRCUM REBAR
0AMH1:20AM
485.9SRCCIRCUM REBAR
0MWM—

Properties (4)

custom_field_three
CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2018-06-20T00:40:18-07:00