Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 6, 2017, 09:10 AM

  • Section#3_J 0235_J 0234__1262017__G6879.mp4

Date
12/06/2017
W/O
0624519
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00057
PipeID
P11481
Time
1:10 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6879
Sewer Name
J JOINT OUTFALL J - UNIT 1E
City
PALO VERDES
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
47
Purpose
Capital Improvement Program Assesment
Project
20171206MDM_JOINT_OUTFALL_J_UNIT_1E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
J 0235
Downstream MH
J 0234
Dir. of Survey
Downstream
Length Surveyed
351.8 ft.
Total Length
351.8 ft.
Structural Index
2
Structural Quick
5141
Structural Rating
190
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
190
Pipe schematic from manhole J 0235 to J 0234
MH: J 0235MH: J 0234downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - MH CONN 9:00 STUB0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:50AM0 ft. MGO - General Observation - MH CONN 3:00 STUB2 ft. MGO - General Observation - MAG COAT 70% START 8:00 TO 4:002 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE36 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING COINCRETE40.5 ft. SAV - Surface Aggregate Visible, from 08 to 11 o'clock, within 8 inches of joint: YES - VERY SPORATIC SEVERE AGG45.2 ft. SAM - Surface Aggregate Missing, from 02 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG47.6 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG64.6 ft. SAV - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC72.4 ft. SAV - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR73.2 ft. SRV - Surface Reinforcement Visible, at 08 o'clock, within 8 inches of joint: NO - LONG REBAR98.8 ft. SAV - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG103.8 ft. SAV - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG118.8 ft. SAV - Surface Aggregate Visible, from 08 to 09 o'clock, within 8 inches of joint: YES - SEVERE AGG205.2 ft. SAV - Surface Aggregate Visible, from 02 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC221.8 ft. MWM - Water Mark, 30 %of cross sectional area254.1 ft. SAV - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC270.6 ft. SAV - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC319.4 ft. SAV - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES - SEVERE AGG SPORATIC347 ft. SAV - Surface Aggregate Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC351.1 ft. MGO - General Observation - MAG COAT 70% FINISH351.1 ft. MGO - General Observation - MH CONN 3:00 STUB351.1 ft. MGO - General Observation - MH CONN 9:00 STUB351.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE351.8 ft. AMH - Downstream Manhole, Survey Ends - 3:25AM

Observation photos (13)

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

    2 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 Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING COINCRETE

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

  • Surface Aggregate Visible, from 08 to 11 o'clock, within 8 inches of joint: YES - VERY SPORATIC SEVERE AGG

    40.5 ft. - Surface Aggregate Visible, from 08 to 11 o'clock, within 8 inches of joint: YES - VERY SPORATIC SEVERE AGG

  • Surface Aggregate Missing, from 02 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    45.2 ft. - Surface Aggregate Missing, from 02 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

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

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

  • Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

    64.6 ft. - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

  • Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    72.4 ft. - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, at 08 o'clock, within 8 inches of joint: NO - LONG REBAR

    73.2 ft. - Surface Reinforcement Visible, at 08 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    98.8 ft. - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG

    103.8 ft. - Surface Aggregate Visible, from 08 to 10 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG

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

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

  • Water Mark, 30 %of cross sectional area

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

All inspections of P11481Work order 0624519

Observations (28)

DistanceCodeObservation
45.2SAMSEVERE AGG
0MWM—
351.1MGOMAG COAT 70% FINISH
0MGOMH CONN 9:00 STUB
72.4SAVCIRCUM REBAR
254.1SAVSEVERE AGG SPORATIC
0MWL—
205.2SAVSEVERE AGG SPORATIC
351.8AMH3:25AM
351.1MGOMH CONN 3:00 STUB
0AMH2:50AM
2MGOMAG COAT 70% START 8:00 TO 4:00
270.6SAVSEVERE AGG SPORATIC
2SSSBLISTERING PEELING CONCRETE
73.2SRVLONG REBAR
319.4SAVSEVERE AGG SPORATIC
64.6SAVSEVERE AGG SPORATIC
351.1MGOMH CONN 9:00 STUB
47.6SAVSEVERE AGG
36SSSBLISTERING PEELING COINCRETE
351.1SSSBLISTERING PEELING CONCRETE
118.8SAVSEVERE AGG
40.5SAVVERY SPORATIC SEVERE AGG
221.8MWM—
347SAVSEVERE AGG SPORATIC
0MGOMH CONN 3:00 STUB
103.8SAVSEVERE AGG
98.8SAVSEVERE AGG

Properties (5)

custom_field_three
LONG & CIRCUM REBAR
custom_field_two
2
customer
LACSD
datetime
2017-12-06T01:10:54-08:00
is_lateral_inspection
false