Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 27, 2016, 07:43 AM

  • 18 0620_18 0619_6272016_044443.mp4

Date
06/27/2016
W/O
0574366
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00692
PipeID
P14470
Time
12:43 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0173
Sewer Name
18 NORTH PLANT OUTFALL RELIEF TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
20
Purpose
Routine Assessment
Project
20160627MDM_NORTH_PLANT_OUTFALL_RELIEF_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Upstream MH
18 0620
Downstream MH
18 0619
Dir. of Survey
Downstream
Length Surveyed
110.5 ft.
Total Length
110.5 ft.
Structural Index
5
Structural Quick
5541
Structural Rating
29
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
29
Pipe schematic from manhole 18 0620 to 18 0619
MH: 18 0620MH: 18 0619downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active0 ft. AMH - Upstream Manhole, Survey Begins - 4:15AM2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - CORRODED MISSING REBAR POSSIBLE8 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE14.4 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active14.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE14.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES - CORRODED MSSING REBAR POSSIBLE22.2 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE90.6 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - CORRODED MISSING REBAR POSSIBLE110 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG110 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. OPEN110.5 ft. AMH - Downstream Manhole, Survey Ends - 4:40AM

Observation photos (7)

  • 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 08 to 04 o'clock, within 8 inches of joint: YES, Start - CORRODED MISSING REBAR POSSIBLE

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

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE

    8 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE

    14.4 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES - CORRODED MSSING REBAR POSSIBLE

    14.4 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES - CORRODED MSSING REBAR POSSIBLE

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE

    22.2 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR POSSIBLE

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - CORRODED MISSING REBAR POSSIBLE

    90.6 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - CORRODED MISSING REBAR POSSIBLE

All inspections of P14470Work order 0574366

Observations (15)

DistanceCodeObservation
14.4TFActive
0MWM—
110SAMSEVERE AGG
110.5AMH4:40AM
14.4SRCCORRODED MISSING REBAR POSSIBLE
90.6SRCCORRODED MISSING REBAR POSSIBLE
0MWL—
14.4SRCCORRODED MSSING REBAR POSSIBLE
110MGOConn. @ Mh, 9 O' Clock. OPEN
8SRCCORRODED MISSING REBAR POSSIBLE
2SAMSEVERE AGG
0MGOConn. @ Mh, 9 O' Clock. Active
2SRCCORRODED MISSING REBAR POSSIBLE
22.2SRCCORRODED MISSING REBAR POSSIBLE
0AMH4:15AM

Properties (4)

custom_field_three
CORROED MISSING REBAR POSSIBLE
custom_field_two
2
customer
LACSD
datetime
2016-06-27T00:43:01-07:00