Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 8, 2016, 11:26 AM

  • C 0539_C 0538_782016_043805.mp4

Date
07/08/2016
W/O
0579952
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00360
PipeID
P04723
Time
4:26 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0178
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
20160708MDM_JOINT_OUTFALL_C_UNIT_4C
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Upstream MH
C 0539
Downstream MH
C 0538
Dir. of Survey
Downstream
Length Surveyed
373.8 ft.
Total Length
373.8 ft.
Structural Index
2
Structural Quick
3528
Structural Rating
31
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
2
Overall Quick
—
Overall Rating
37
Pipe schematic from manhole C 0539 to C 0538
MH: C 0539MH: C 0538downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:35AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start17.7 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES17.7 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - SLIGHT23.1 ft. FC - Fracture Circumferential, from 10 to 01 o'clock, within 8 inches of joint: YES - HAIRLINE23.1 ft. FL - Fracture Longitudinal, at 01 o'clock, within 8 inches of joint: YES - HAIRLINE27.7 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE32 ft. MGO - General Observation - SWOLLEN JOINT MORTAR START38.2 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H38.2 ft. FC - Fracture Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES - HAIRLINE83 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H93.9 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES98 ft. MWM - Water Mark, 50 %of cross sectional area214.8 ft. MGO - General Observation - 24" VCP266.2 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES317.1 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - H342.6 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - H362.6 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - H373.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish373.5 ft. MGO - General Observation - SWOLLEN JOINT MORTAR FINISH373.8 ft. AMH - Downstream Manhole, Survey Ends - 5:10AM

Observation photos (3)

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

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

  • General Observation - SWOLLEN JOINT MORTAR START

    32 ft. - General Observation - SWOLLEN JOINT MORTAR START

  • General Observation - 24" VCP

    214.8 ft. - General Observation - 24" VCP

All inspections of P04723Work order 0579952

Observations (23)

DistanceCodeObservation
83FLH
27.7FLHAIRLINE
317.1FCH
23.1FCHAIRLINE
38.2FLH
362.6FCH
23.1FLHAIRLINE
32MGOSWOLLEN JOINT MORTAR START
373.5DAGS—
93.9CL—
266.2CL—
0MWM—
342.6FCH
17.7FL—
373.5MGOSWOLLEN JOINT MORTAR FINISH
17.7FCSLIGHT
2DAGS—
0AMH4:35AM
214.8MGO24" VCP
38.2FCHAIRLINE
0MWL—
98MWM—
373.8AMH5:10AM

Properties (6)

custom_field_three
HAIRLINE FRACTURES
custom_field_two
4
customer
LACSD
datetime
2016-07-08T04:26:31-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false