Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 20, 2018, 11:09 AM

  • Section#8_B 0192_B 0191__9202018__I0074.mp4

Date
09/20/2018
W/O
0730226
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00075
PipeID
P08678
Time
4:09 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0074
Sewer Name
B JOINT OUTFALL B - UNIT 1D
City
WHITTIER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
19
Purpose
Routine Assessment
Project
20180919_JOINT_OUTFALL_B_UNIT_1D
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Upstream MH
B 0192
Downstream MH
B 0191
Dir. of Survey
Downstream
Length Surveyed
675.8 ft.
Total Length
675.8 ft.
Structural Index
3
Structural Quick
513[
Structural Rating
692
O&M Index
2
O&M Quick
512Z
O&M Rating
275
Overall Index
2
Overall Quick
—
Overall Rating
967
Pipe schematic from manhole B 0192 to B 0191
MH: B 0192MH: B 0191downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:35AM0 ft. MWM - Water Mark, 80 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT2 ft. MGO - General Observation - MAG COAT 85% START 10:00 TO 2:02 ft. DAGS - Deposits Attached Grease, 1`0 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start14.8 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG25.7 ft. SAP - Surface Aggregate Projecting, from 10 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG146.2 ft. SRV - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR167.4 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG220.3 ft. MGO - General Observation - 90% MAG COAT START450.5 ft. SAP - Surface Aggregate Projecting, from 12 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG675.2 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish675.2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE675.2 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG675.2 ft. MGO - General Observation - MAG COAT 90% FINISH675.8 ft. AMH - Downstream Manhole, Survey Ends - 5:20AM

Observation photos (10)

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

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

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

    2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • General Observation - MAG COAT 85% START 10:00 TO 2:0

    2 ft. - General Observation - MAG COAT 85% START 10:00 TO 2:0

  • Deposits Attached Grease, 1`0 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 1`0 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

    14.8 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Projecting, from 10 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

    25.7 ft. - Surface Aggregate Projecting, from 10 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR

    146.2 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

    167.4 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • General Observation - 90% MAG COAT START

    220.3 ft. - General Observation - 90% MAG COAT START

  • Surface Aggregate Projecting, from 12 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

    450.5 ft. - Surface Aggregate Projecting, from 12 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

All inspections of P08678Work order 0730226

Observations (18)

DistanceCodeObservation
675.2DAGS—
146.2SRVPOSSIBLE CIRCUM REBAR
675.2SSSBLISTERING PEELING CONCRETE
2SAPSEVERE AGG UNDER MAG COAT
0MWL—
450.5SAPSEVERE AGG
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
2MGOMAG COAT 85% START 10:00 TO 2:0
675.2SAPSEVERE AGG
675.8AMH5:20AM
0AMH4:35AM
220.3MGO90% MAG COAT START
14.8SAPSEVERE AGG
167.4SAPSEVERE AGG
25.7SAPSEVERE AGG
0MWM—
2DAGS—
675.2MGOMAG COAT 90% FINISH

Properties (6)

custom_field_three
CIRCUM REBAR POSSIBLE-SEVERE AGG PROJECTING-90% MA
custom_field_two
2
customer
LACSD
datetime
2018-09-20T04:09:19-07:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false