Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 5, 2016, 07:59 AM
Date
05/05/2016
W/O
0557607
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00120
PipeID
P09540
Time
12:59 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6699
Sewer Name
C JOINT OUTFALL C - UNIT 3A
City
LONG BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
18
Purpose
Routine Assessment
Project
20160505MDM_JOINT_OUTFALL_C_UNIT_3A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
72 in.
Upstream MH
C 0068
Downstream MH
C 0067
Dir. of Survey
Downstream
Length Surveyed
407.8 ft.
Total Length
407.8 ft.
Structural Index
3
Structural Quick
513P
Structural Rating
418
O&M Index
3
O&M Quick
4238
O&M Rating
56
Overall Index
3
Overall Quick
—
Overall Rating
474
Pipe schematic from manhole C 0068 to C 0067
MH: C 0068MH: C 0067downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: NO - INSIDE MH0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - MAG COAT 70% START 8:00 TO 4:000 ft. AMH - Upstream Manhole, Survey Begins - 3:20AM2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC16.6 ft. ID - Infiltration Dripper, from 10 to 12 o'clock, within 8 inches of joint: YES32.4 ft. IR - Infiltration Runner, from 10 to 11 o'clock, within 8 inches of joint: YES47.3 ft. ID - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES73.5 ft. IS - Infiltration Stain, from 10 to 02 o'clock, within 8 inches of joint: YES80.9 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES80.9 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES89.7 ft. IW - Infiltration Weeper, from 12 to 03 o'clock, within 8 inches of joint: YES94.9 ft. DAE - Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES94.9 ft. IR - Infiltration Runner, from 08 to 04 o'clock, within 8 inches of joint: YES104.7 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES118.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE126.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG SPORATIC153 ft. ID - Infiltration Dripper, from 10 to 12 o'clock, within 8 inches of joint: YES157.5 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC160.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES160.2 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES201.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES212.1 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR323.5 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES346.7 ft. ID - Infiltration Dripper, from 11 to 02 o'clock, within 8 inches of joint: YES355.6 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES371.7 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES379.5 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES386.5 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES386.5 ft. ID - Infiltration Dripper, from 12 to 02 o'clock, within 8 inches of joint: YES396 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES407.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING BLISTERING CONCRETE407.5 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC407.5 ft. MGO - General Observation - MAG COAT 70% FINISH407.8 ft. AMH - Downstream Manhole, Survey Ends - 4:15AM

Observation photos (12)

  • General Observation - MAG COAT 70% START 8:00 TO 4:00

    0 ft. - General Observation - MAG COAT 70% START 8:00 TO 4:00

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

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

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

  • Infiltration Runner, from 10 to 11 o'clock, within 8 inches of joint: YES

    32.4 ft. - Infiltration Runner, from 10 to 11 o'clock, within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    80.9 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

  • Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    94.9 ft. - Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

  • Infiltration Runner, from 08 to 04 o'clock, within 8 inches of joint: YES

    94.9 ft. - Infiltration Runner, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

    118.8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

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

    126.7 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG SPORATIC

  • Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

    157.5 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    201.1 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    212.1 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P09540Work order 0557607

Observations (37)

DistanceCodeObservation
2SSSBLISTERING PEELING CONCRETE
407.5SSSPEELING BLISTERING CONCRETE
0MWL—
160.2DAE—
386.5DAE—
160.2IW—
104.7IW—
126.7SAVSEVERE AGG SPORATIC
201.1DAE—
396IW—
73.5IS—
94.9DAE—
323.5IW—
407.5SAVSEVERE AGG SPORATIC
346.7ID—
407.5MGOMAG COAT 70% FINISH
371.7IW—
16.6ID—
89.7IW—
157.5SAVSEVERE AGG SPORATIC
80.9ID—
32.4IR—
80.9DAE—
2SAVSEVERE AGG SPORATIC
0IDINSIDE MH
153ID—
379.5IW—
118.8SSSPEELING CONCRETE
94.9IR—
212.1SRVCIRCUM REBAR
0MWM—
386.5ID—
407.8AMH4:15AM
355.6IW—
47.3ID—
0MGOMAG COAT 70% START 8:00 TO 4:00
0AMH3:20AM

Properties (6)

custom_field_three
SEVRE VISIBLE AGG - CIRCUM REBAR
custom_field_two
2
customer
LACSD
datetime
2016-05-05T00:59:02-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false