Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 12, 2017, 08:14 AM

  • Section#1_C 0069_C 0068__6122017__G6774.mp4

Date
06/12/2017
W/O
#
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00120
PipeID
P09541
Time
1:14 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6774
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
20170612MDM_JOINT_OUTFALL_C_UNIT_3A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
72 in.
Upstream MH
C 0069
Downstream MH
C 0068
Dir. of Survey
Downstream
Length Surveyed
711 ft.
Total Length
711 ft.
Structural Index
3
Structural Quick
533[
Structural Rating
727
O&M Index
3
O&M Quick
5143
O&M Rating
422
Overall Index
3
Overall Quick
—
Overall Rating
1149
Pipe schematic from manhole C 0069 to C 0068
MH: C 0069MH: C 0068downstream0 ft. AMH - Upstream Manhole, Survey Begins - 2:30AM0 ft. MWL - Water Level, 80 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 80 %of cross sectional area2 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG REBAR POSSIBLE2 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG9.2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE9.2 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG9.2 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG9.3 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES9.3 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR POSSIBLE19.4 ft. ID - Infiltration Dripper, from 11 to 02 o'clock, within 8 inches of joint: YES46.3 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR51.2 ft. IR - Infiltration Runner, from 12 to 01 o'clock, within 8 inches of joint: YES58.1 ft. MGO - General Observation - MAG COAT ON PIPE 30% START 8:00 TO 4:0063.8 ft. IR - Infiltration Runner, from 10 to 02 o'clock, within 8 inches of joint: YES64.3 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES70 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES70.6 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES82.4 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES97.6 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - DRIPPING AT JOINTS130.2 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC131.1 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG131.6 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE185.6 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 02 o'clock, , within 8 inches of joint: YES219.3 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE259 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES259.7 ft. IR - Infiltration Runner, from 10 to 02 o'clock, within 8 inches of joint: YES327.9 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES335.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES400.5 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE424 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES521.7 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES568.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES625.7 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 02 o'clock, , within 8 inches of joint: YES633.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES660.3 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES710.7 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE710.7 ft. MGO - General Observation - MAG COAT 30% FINISH710.7 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC710.7 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - DRIPPING AT JOINTS711 ft. AMH - Downstream Manhole, Survey Ends - 4:05AM

Observation photos (14)

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG REBAR POSSIBLE

    2 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG REBAR POSSIBLE

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    9.2 ft. - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES

    9.3 ft. - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

    46.3 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

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

    58.1 ft. - General Observation - MAG COAT ON PIPE 30% START 8:00 TO 4:00

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES

    70.6 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES

  • Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG

    131.1 ft. - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

    131.6 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 02 o'clock, , within 8 inches of joint: YES

    185.6 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 02 o'clock, , within 8 inches of joint: YES

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    219.3 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Infiltration Runner, from 10 to 02 o'clock, within 8 inches of joint: YES

    259.7 ft. - Infiltration Runner, from 10 to 02 o'clock, within 8 inches of joint: YES

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

    400.5 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES

    568.2 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES

All inspections of P09541Work order #

Observations (43)

DistanceCodeObservation
131.1SAVSEVERE AGG
9.2SSSBLISTERING PEELING CONCRETE
51.2IR—
97.6IDDRIPPING AT JOINTS
259DAE—
2SRVLONG REBAR POSSIBLE
400.5SSSPEELING CONCRETE
0AMH2:30AM
0MWL—
568.2DAE—
2SAPSEVERE AGG
0MWM—
9.3ID—
9.3SRVLONG & CIRCUM REBAR POSSIBLE
711AMH4:05AM
710.7SSSBLISTERING PEELING CONCRETE
131.6SSSPEELING CONCRETE
0MWL—
259.7IR—
219.3SSSPEELING CONCRETE
710.7MGOMAG COAT 30% FINISH
130.2SAVSEVERE AGG SPORATIC
633.1DAE—
521.7DAE—
70.6DAE—
9.2SAVSEVERE AGG
625.7DAE—
63.8IR—
660.3DAE—
710.7SAVSEVERE AGG SPORATIC
424DAE—
185.6DAE—
327.9DAE—
82.4ID—
19.4ID—
70ID—
58.1MGOMAG COAT ON PIPE 30% START 8:00 TO 4:00
64.3DAE—
710.7IDDRIPPING AT JOINTS
9.2SAPSEVERE AGG
335.2DAE—
46.3SRVLONG & CIRCUM REBAR
0MWM—

Properties (6)

custom_field_three
POSSIBLE LONG & CIRCUM REBAR-SEVERE AGG PROJECTING
custom_field_two
2
customer
LACSD
datetime
2017-06-12T01:14:02-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false