Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 19, 2018, 09:15 AM
  • Section#3_B 0193A_B 0193__9192018__I0072.mp4

Date
09/19/2018
W/O
0730226
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00075
PipeID
P08680
Time
2:15 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
I0072
Sewer Name
B JOINT OUTFALL B - UNIT 1D
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
15
Purpose
Routine Assessment
Project
20180919_JOINT_OUTFALL_B_UNIT_1D
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Upstream MH
B 0193
Downstream MH
B 0193A
Dir. of Survey
Upstream
Length Surveyed
395.8 ft.
Total Length
395.8 ft.
Structural Index
2
Structural Quick
513J
Structural Rating
328
O&M Index
2
O&M Quick
512O
O&M Rating
163
Overall Index
2
Overall Quick
Overall Rating
491
Pipe schematic from manhole B 0193 to B 0193A
MH: B 0193MH: B 0193Aupstream0 ft. AMH - Downstream Manhole, Survey Ends - 4:30AM0.7 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.7 ft. MGO - General Observation - 90% MAG COAT FINISH0.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish0.7 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE INDER MAG COAT76.3 ft. MGO - General Observation - MAG COAT 90% START121.3 ft. SRV - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR123.1 ft. SAP - Surface Aggregate Projecting, from 12 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG266.4 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT269.5 ft. SAP - Surface Aggregate Projecting, from 01 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG393.8 ft. MGO - General Observation - MAG COAT 100% START393.8 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT395.8 ft. MGO - General Observation - MH CONN 9:00 ACTIVE395.8 ft. MWL - Water Level, 20 %of cross sectional area395.8 ft. MWM - Water Mark, 80 %of cross sectional area395.8 ft. MGO - General Observation - MH CONN 3:00 ACTIVE395.8 ft. AMH - Upstream Manhole, Survey Begins - 3:55AM395.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

Observation photos (8)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: YES, Start

    0 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

  • General Observation - MAG COAT 100% START

    2 ft. - General Observation - MAG COAT 100% START

  • 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

  • Surface Aggregate Projecting, from 01 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

    126.3 ft. - Surface Aggregate Projecting, from 01 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

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

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

  • Surface Aggregate Projecting, from 12 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG

    272.7 ft. - Surface Aggregate Projecting, from 12 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    274.5 ft. - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • General Observation - MAG COAT 90% START

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

Observations (18)

DistanceCodeObservation
0MGOMH CONN 9:00 ACTIVE
319.5MGOMAG COAT 90% START
395.1SAPSEVERE AGG
395.1MGO90% MAG COAT FINISH
0MWL
129.4SAPSEVERE AGG UNDER MAG COAT
0MWM
0MGOMH CONN 3:00 ACTIVE
395.1DAGS
274.5SRVCIRCUM REBAR
395.1SSSBLISTERING PEELING CONCRETE INDER MAG COAT
2MGOMAG COAT 100% START
0AMH3:55AM
0DAGS
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
272.7SAPSEVERE AGG
126.3SAPSEVERE AGG
395.8AMH4:30AM

Properties (4)

custom_field_three
CIRCUM REBAR PROJECTING-SEVERE AGG PROJECT-90% MAG
custom_field_two
2
customer
LACSD
datetime
2018-09-19T02:15:32-07:00