Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 16, 2016, 10:30 AM
  • C 0300_C 0299_5162016_034937.mp4

Date
05/16/2016
W/O
0563393
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00134
PipeID
P09760
Time
3:30 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H 0133
Sewer Name
C JOINT OUTFALL C - UNIT 6E
City
HAWAIIAN GARDENS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Routine Assessment
Project
20160514MDM_JOINT_OUTFALL_C_UNIT_6E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
C 0299
Downstream MH
C 0300
Dir. of Survey
Upstream
Length Surveyed
56.6 ft.
Total Length
56.6 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
2500
O&M Rating
10
Overall Index
2
Overall Quick
Overall Rating
12
Pipe schematic from manhole C 0299 to C 0300
MH: C 0299MH: C 0300upstream0 ft. AMH - Upstream Manhole, Survey Ends - 3:45AM0.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING BLISTERING CONCRETE0.4 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0.4 ft. MGO - General Observation - MAG COAT 60% FINISH33.5 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: NO33.5 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Capped41.5 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 10 o'clock, , within 8 inches of joint: NO41.5 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped48.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES54.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE56.6 ft. MWM - Water Mark, 30 %of cross sectional area56.6 ft. AMH - Downstream Manhole, Survey Begins - 3:30AM56.6 ft. MGO - General Observation - MAG COAT 60% START 8:00 TO 4:0056.6 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (3)

  • General Observation - MAG COAT 60% START 8:00 TO 4:00

    0 ft. - General Observation - MAG COAT 60% START 8:00 TO 4:00

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

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

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 02 to 04 o'clock,  , within 8 inches of joint: NO

    23.1 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: NO

Observations (14)

DistanceCodeObservation
0MWM
15.1DAE
8.5DAE
23.1DAE
0AMH3:30AM
0MGOMAG COAT 60% START 8:00 TO 4:00
56.2SSSPEELING BLISTERING CONCRETE
0MWL
56.2MGOConn. @ Mh, 3 O' Clock. Active
56.2MGOMAG COAT 60% FINISH
15.1TBCCapped
2SSSPEELING BLISTERING CONCRETE
56.6AMH3:45AM
23.1TBCCapped

Properties (4)

custom_field_three
SPALLING PEELING CONCRETE
custom_field_two
4
customer
LACSD
datetime
2016-05-16T03:30:00-07:00