Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 21, 2016, 07:35 AM
Date
05/21/2016
W/O
0563401
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00406
PipeID
P04981
Time
12:35 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6711
Sewer Name
03 WATER STREET TRUNK
City
LONG BEACH
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
22
Purpose
Capital Improvement Program Assesment
Project
20160521MDM_WATER_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
03 0433
Downstream MH
03 0432
Dir. of Survey
Downstream
Length Surveyed
178.4 ft.
Total Length
178.4 ft.
Structural Index
3
Structural Quick
5245
Structural Rating
332
O&M Index
3
O&M Quick
3C23
O&M Rating
60
Overall Index
3
Overall Quick
—
Overall Rating
392
Pipe schematic from manhole 03 0433 to 03 0432
MH: 03 0433MH: 03 0432downstream0 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG0 ft. MWL - Water Level, 40 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM2 ft. MGP - General Photograph2 ft. SRC - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR8 ft. MGO - General Observation - MAG COAT 70% 9:00 TO 3:00 START8 ft. SRC - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR17.6 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG17.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING LAITANCE COAT17.6 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG19.8 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO - PEELING CONCRETE28.4 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG28.4 ft. SAP - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG28.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG28.4 ft. SAP - Surface Aggregate Projecting, from 09 to 11 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG66.9 ft. MGO - General Observation - MAG COAT 40% START70.8 ft. SAM - Surface Aggregate Missing, from 09 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG97.3 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES - PEELING CONCRETE104 ft. SAP - Surface Aggregate Projecting, from 09 to 11 o'clock, within 8 inches of joint: NO, Finish104 ft. MWL - Water Level, 20 %of cross sectional area104 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG104 ft. SAP - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG104 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish104 ft. MWM - Water Mark, 20 %of cross sectional area104 ft. SAP - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG104 ft. MGO - General Observation - MAG COAT 10% START104 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE104 ft. SAP - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES, Finish104 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE105.7 ft. IW - Infiltration Weeper, from 10 to 11 o'clock, within 8 inches of joint: YES110.1 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE114.4 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES - PELING CONCRETE137.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE162.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE168.7 ft. MGO - General Observation - SLUDGE ON A ROPE VERY HARD-MH LOCATED AT OFF-RAMP168.8 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE ON A ROPE178 ft. MGO - General Observation - MAG COAT 10% FINISH178 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE178 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG178 ft. SAP - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG178 ft. SAP - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG178 ft. MGO - General Observation - MH CONN OPEN 3:00 LARGE CONN178 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE178.4 ft. AMH - Downstream Manhole, Survey Ends - 2:00AM

Observation photos (23)

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    0 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • General Photograph

    2 ft. - General Photograph

  • Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    2 ft. - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • General Observation - MAG COAT 70% 9:00 TO 3:00 START

    8 ft. - General Observation - MAG COAT 70% 9:00 TO 3:00 START

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    17.6 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING LAITANCE COAT

    17.6 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING LAITANCE COAT

  • Deposits Settled Other, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO - PEELING CONCRETE

    19.8 ft. - Deposits Settled Other, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO - PEELING CONCRETE

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

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

  • Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    28.4 ft. - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 09 to 11 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

    28.4 ft. - Surface Aggregate Projecting, from 09 to 11 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

  • General Observation - MAG COAT 40% START

    66.9 ft. - General Observation - MAG COAT 40% START

  • Surface Aggregate Missing, from 09 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG

    70.8 ft. - Surface Aggregate Missing, from 09 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Deposits Settled Other, 10 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES - PEELING CONCRETE

    97.3 ft. - Deposits Settled Other, 10 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES - PEELING CONCRETE

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    104 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    104 ft. - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    104 ft. - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • General Observation - MAG COAT 10% START

    104 ft. - General Observation - MAG COAT 10% START

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

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

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

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

  • Deposits Settled Other, 20 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES - PELING CONCRETE

    114.4 ft. - Deposits Settled Other, 20 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: YES - PELING CONCRETE

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

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

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

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

  • Deposits Settled Other, 20 %of cross sectional area, from 05 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE ON A ROPE

    168.8 ft. - Deposits Settled Other, 20 %of cross sectional area, from 05 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE ON A ROPE

All inspections of P04981Work order 0563401

Observations (45)

DistanceCodeObservation
2MGP—
0SAMSEVERE AGG
168.7MGOSLUDGE ON A ROPE VERY HARD-MH LOCATED AT OFF-RAMP
0MWL—
105.7IW—
0MWM—
104SAP—
178MGOMAG COAT 10% FINISH
104MWL—
104SAVSEVERE AGG
2SRCCIRCUM REBAR
28.4SAVSEVERE AGG
178DSZSLUDGE
97.3DSZPEELING CONCRETE
114.4DSZPELING CONCRETE
110.1DSZSLUDGE
104SAPSEVERE AGG
17.6SAVSEVERE AGG
104SSS—
8MGOMAG COAT 70% 9:00 TO 3:00 START
19.8DSZPEELING CONCRETE
178.4AMH2:00AM
104MWM—
104SAPSEVERE AGG
162.2SSSPEELING CONCRETE
70.8SAMSEVERE AGG
17.6SSSBLISTERING PEELING LAITANCE COAT
0AMH12:55AM
8SRCCIRCUM REBAR
178SAVSEVERE AGG
28.4SAPSEVERE AGG
66.9MGOMAG COAT 40% START
178SAPSEVERE AGG
178SAPSEVERE AGG
28.4SAVSEVERE AGG
104MGOMAG COAT 10% START
104SSSBLISTERING PEELING CONCRETE
17.6SAMSEVERE AGG
137.8SSSPEELING CONCRETE
28.4SAPSEVERE AGG
178MGOMH CONN OPEN 3:00 LARGE CONN
178SSSPEELING CONCRETE
168.8DSZSLUDGE ON A ROPE
104SAP—
104DSZSLUDGE

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2016-05-21T00:35:42-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false