Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 13, 2017, 08:47 AM

  • 03 0430_03 0552_6132017_020800.mp4

Date
06/13/2017
W/O
0630066
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00406
PipeID
P04978
Time
1:47 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0558
Sewer Name
03 WATER STREET TRUNK
City
LONG BEACH
Loc. details
Main Highway - Suburban/Rural
Location Code
B
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
22
Purpose
Routine Assessment
Project
20170609MDM_WATER_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
03 0430
Downstream MH
03 0552
Dir. of Survey
Downstream
Length Surveyed
328.7 ft.
Total Length
328.7 ft.
Structural Index
3
Structural Quick
5342
Structural Rating
31
O&M Index
3
O&M Quick
3828
O&M Rating
40
Overall Index
3
Overall Quick
—
Overall Rating
71
Pipe schematic from manhole 03 0430 to 03 0552
MH: 03 0430MH: 03 0552downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:55AM2 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 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR7.5 ft. SRC - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR8 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING ,BLISTERING CONCRETE8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING ,PEELING CONCRETE15.5 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE42.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING SWOLLEN CONCRETE48.8 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES56.8 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES74 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES79.9 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES89.5 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES98.3 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: NO - PEELING CONCRETE105.3 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES144.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE158.3 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES198.3 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open206.8 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG222.7 ft. ID - Infiltration Dripper, from 08 to 04 o'clock, within 8 inches of joint: YES230.8 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES239.2 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES256.7 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - SLUDGE259.7 ft. SRV - Surface Reinforcement Visible, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR278.4 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES310.8 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES320.7 ft. SRV - Surface Reinforcement Visible, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR328.2 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE328.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG328.2 ft. SRV - Surface Reinforcement Visible, from 08 to 12 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR328.7 ft. AMH - Downstream Manhole, Survey Ends - 2:45AM

Observation photos (12)

  • 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 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    3 ft. - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    8 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

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

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

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING ,PEELING CONCRETE

    8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING ,PEELING CONCRETE

  • Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE

    15.5 ft. - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE

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

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

  • Deposits Settled Other, 15 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: NO - PEELING CONCRETE

    98.3 ft. - Deposits Settled Other, 15 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: NO - PEELING CONCRETE

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

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

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

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

  • Surface Reinforcement Visible, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    259.7 ft. - Surface Reinforcement Visible, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    320.7 ft. - Surface Reinforcement Visible, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

All inspections of P04978Work order 0630066

Observations (34)

DistanceCodeObservation
98.3DSZPEELING CONCRETE
158.3ID—
89.5IW—
8DSZSLUDGE
198.3TFOpen
7.5SRCCIRCUM REBAR
0MWM—
206.8SAMSEVERE AGG
3SRCCIRCUM REBAR
105.3IW—
15.5DSZSLUDGE
310.8IW—
256.7DSZSLUDGE
0MWL—
278.4IW—
48.8IW—
328.2DSZSLUDGE
8SSSPEELING ,BLISTERING CONCRETE
259.7SRVCIRCUM REBAR
42.3SSSPEELING SWOLLEN CONCRETE
79.9ID—
74IW—
239.2IW—
222.7ID—
2SAMSEVERE AGG
8SSSBLISTERING ,PEELING CONCRETE
320.7SRVCIRCUM REBAR
328.7AMH2:45AM
230.8IW—
328.2SAMSEVERE AGG
144.7SSSPEELING CONCRETE
328.2SRVCIRCUM REBAR
56.8ID—
0AMH1:55AM

Properties (4)

custom_field_three
CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2017-06-13T01:47:19-07:00