Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 23, 2016, 08:22 AM

  • C 0535_C 0534_7232016_031751.mp4

Date
07/23/2016
W/O
0579952
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00360
PipeID
P04719
Time
1:22 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0200
Sewer Name
C JOINT OUTFALL C - UNIT 4C
City
LONG BEACH
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
16
Purpose
Routine Assessment
Project
20160723MDM_JOINT_OUTFALL_C_UNIT_4C
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Upstream MH
C 0535
Downstream MH
C 0534
Dir. of Survey
Downstream
Length Surveyed
365.5 ft.
Total Length
365.5 ft.
Structural Index
2
Structural Quick
322A
Structural Rating
28
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
2
Overall Quick
—
Overall Rating
30
Pipe schematic from manhole C 0535 to C 0534
MH: C 0535MH: C 0534downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:15AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start12.2 ft. MGO - General Observation - SWOLLEN JOINT MORTAR67.2 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES80.8 ft. MGO - General Observation - SWOLLEN JOINT MORTAR SPORATIC THROUGHOUT REACH111.7 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE121.4 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES146.4 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H201.8 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES242.7 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES252.4 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES257.7 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES267.5 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - HAIRLINE272.8 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES272.8 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES297.4 ft. CL - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES323 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES346.3 ft. MGO - General Observation - 24" VCP365 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish365.5 ft. AMH - Downstream Manhole, Survey Ends - 3:55AM

Observation photos (4)

  • Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • General Observation - SWOLLEN JOINT MORTAR

    12.2 ft. - General Observation - SWOLLEN JOINT MORTAR

  • General Observation - SWOLLEN JOINT MORTAR SPORATIC THROUGHOUT REACH

    80.8 ft. - General Observation - SWOLLEN JOINT MORTAR SPORATIC THROUGHOUT REACH

  • General Observation - 24" VCP

    346.3 ft. - General Observation - 24" VCP

All inspections of P04719Work order 0579952

Observations (22)

DistanceCodeObservation
201.8CL—
2DAGS—
323CL—
252.4CL—
365DAGS—
267.5FCHAIRLINE
80.8MGOSWOLLEN JOINT MORTAR SPORATIC THROUGHOUT REACH
0MWM—
0AMH3:15AM
67.2CL—
272.8CL—
0MWL—
297.4CL—
146.4FLH
242.7CL—
365.5AMH3:55AM
111.7FLHAIRLINE
272.8CL—
257.7CL—
121.4CL—
12.2MGOSWOLLEN JOINT MORTAR
346.3MGO24" VCP

Properties (6)

custom_field_three
HAIRLINES
custom_field_two
4
customer
LACSD
datetime
2016-07-23T01:22:38-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false