Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 12, 2018, 08:15 AM

  • C 0206_C 0603_6122018_012112.mp4

Date
06/12/2018
W/O
0706820
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00124
PipeID
P22840
Time
1:15 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0889
Sewer Name
C JOINT OUTFALL C - UNIT 3E
City
LONG BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
19
Purpose
Capital Improvement Program Assesment
Project
20180611MDM_JOINT_OUTFALL_C_UNIT_3E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
C 0206
Downstream MH
C 0603
Dir. of Survey
Downstream
Length Surveyed
313.9 ft.
Total Length
313.9 ft.
Structural Index
3
Structural Quick
5138
Structural Rating
35
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
—
Overall Rating
37
Pipe schematic from manhole C 0206 to C 0603
MH: C 0206MH: C 0603downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:15AM0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE10.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG19.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG35.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG44 ft. SAP - Surface Aggregate Projecting, from 09 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG44 ft. SSS - Surface Spalling, from 12 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE58.9 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG75.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG83.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG166 ft. MWM - Water Mark, 30 %of cross sectional area193.4 ft. SRV - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES - CIRCUM REBAR194.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG236.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING BCONCRETE300.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG309.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, at 08 o'clock, , within 8 inches of joint: NO313.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE313.5 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish - SEVERE AGG313.5 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish313.9 ft. AMH - Downstream Manhole, Survey Ends - 1:55AM

Observation photos (13)

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

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

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

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

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    19.3 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    35.2 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Projecting, from 09 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

    44 ft. - Surface Aggregate Projecting, from 09 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Spalling, from 12 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    44 ft. - Surface Spalling, from 12 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

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

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

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

    83.7 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

  • Water Mark, 30 %of cross sectional area

    166 ft. - Water Mark, 30 %of cross sectional area

  • Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    193.4 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    194.3 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

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

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

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

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

All inspections of P22840Work order 0706820

Observations (22)

DistanceCodeObservation
193.4SRVCIRCUM REBAR
58.9SAPSEVERE AGG
19.3SAPSEVERE AGG
0AMH1:15AM
313.5SSSBLISTERING PEELING CONCRETE
300.1SAPSEVERE AGG
0MWM—
309.7DAGS—
313.5SAPSEVERE AGG
44SAPSEVERE AGG
313.5SAV—
2SSSBLISTERING PEELING CONCRETE
83.7SAPSEVERE AGG
75.7SAPSEVERE AGG
35.2SAPSEVERE AGG
0MWL—
236.5SSSPEELING BCONCRETE
44SSSPEELING CONCRETE
194.3SAPSEVERE AGG
10.7SAPSEVERE AGG
313.9AMH1:55AM
166MWM—

Properties (4)

custom_field_three
SEVERE AGG PROJECTING--ONE CIRCUM REBAR
custom_field_two
2
customer
LACSD
datetime
2018-06-12T01:15:22-07:00