Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 12, 2017, 12:49 PM

  • G 0086_G 0016_9122017_060157.mp4

Date
09/12/2017
W/O
0646199
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P02220
Time
5:49 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0641
Sewer Name
G JOINT OUTFALL G - UNIT 8
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Capital Improvement Program Assesment
Project
20170911MDM_JOINT_OUTFALL_G_UNIT_8
Material
Reinforced Concrete Pipe
Shape
Circular
Height
48 in.
Upstream MH
G 0086
Downstream MH
G 0016
Dir. of Survey
Downstream
Length Surveyed
8.3 ft.
Total Length
8.3 ft.
Structural Index
4
Structural Quick
5232
Structural Rating
16
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
4
Overall Quick
—
Overall Rating
20
Pipe schematic from manhole G 0086 to G 0016
MH: G 0086MH: G 0016downstream0 ft. AMH - Upstream Manhole, Survey Begins - 6:00AM0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR2 ft. MGO - General Observation - SOUARE PIPE APPOX 2' WIDE2 ft. SAP - Surface Aggregate Projecting, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR2 ft. SAP - Surface Aggregate Projecting, from 02 to 04 o'clock, within 8 inches of joint: NO - SEVEREVAGG8 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Capped8.3 ft. AMH - Downstream Manhole, Survey Ends - 6:10AM

Observation photos (5)

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

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

  • Surface Aggregate Projecting, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG

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

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

  • Surface Aggregate Projecting, from 02 to 04 o'clock, within 8 inches of joint: NO - SEVEREVAGG

    2 ft. - Surface Aggregate Projecting, from 02 to 04 o'clock, within 8 inches of joint: NO - SEVEREVAGG

  • General Observation - Conn. @ Mh, 9 O' Clock. Capped

    8 ft. - General Observation - Conn. @ Mh, 9 O' Clock. Capped

All inspections of P02220Work order 0646199

Observations (11)

DistanceCodeObservation
2SRCCIRCUM REBAR
2MGOSOUARE PIPE APPOX 2' WIDE
2SAPSEVERE AGG
0AMH6:00AM
0MWM—
2SRCCIRCUM REBAR
8MGOConn. @ Mh, 9 O' Clock. Capped
2SAPSEVEREVAGG
0MWL—
0MGOConn. @ Mh, 3 O' Clock. Active
8.3AMH6:10AM

Properties (6)

custom_field_three
CORRODED CIRCUM REBAR
custom_field_two
2
customer
LACSD
datetime
2017-09-12T05:49:25-07:00
documentation
MARTIN,MANANES,REVELES.OLIVER 111
is_lateral_inspection
false