Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 23, 2016, 07:43 AM

  • C 0537_C 0536_7232016_014941.mp4

Date
07/23/2016
W/O
0579952
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00360
PipeID
P04721
Time
12:43 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 0537
Downstream MH
C 0536
Dir. of Survey
Downstream
Length Surveyed
368.7 ft.
Total Length
368.7 ft.
Structural Index
3
Structural Quick
3727
Structural Rating
35
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
2
Overall Quick
—
Overall Rating
37
Pipe schematic from manhole C 0537 to C 0536
MH: C 0537MH: C 0536downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:20AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start8 ft. MGO - General Observation - 24" VCP10.8 ft. MGO - General Observation - SWOLLEN JOINT MORTAR21.6 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES - HAIRLINE21.6 ft. FC - Fracture Circumferential, from 11 to 12 o'clock, within 8 inches of joint: YES - HAIRLINE51.3 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE51.3 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - SLIGHT59.9 ft. MGO - General Observation - SWOLLEN JOINT MORTAR THROUGHOUT REACH81 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H96.5 ft. FC - Fracture Circumferential, from 11 to 12 o'clock, within 8 inches of joint: YES - H116.7 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H121.1 ft. FC - Fracture Circumferential, from 01 to 02 o'clock, within 8 inches of joint: YES - H121.1 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - H126.9 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES171.6 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H281.2 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H310.4 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES326.3 ft. FL - Fracture Longitudinal, at 01 o'clock, within 8 inches of joint: YES - SLIGHT368.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish368.7 ft. AMH - Downstream Manhole, Survey Ends - 2:05AM

Observation photos (4)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • General Observation - 24" VCP

    8 ft. - General Observation - 24" VCP

  • General Observation - SWOLLEN JOINT MORTAR

    10.8 ft. - General Observation - SWOLLEN JOINT MORTAR

  • General Observation - SWOLLEN JOINT MORTAR THROUGHOUT REACH

    59.9 ft. - General Observation - SWOLLEN JOINT MORTAR THROUGHOUT REACH

All inspections of P04721Work order 0579952

Observations (23)

DistanceCodeObservation
8MGO24" VCP
281.2FLH
310.4CL—
10.8MGOSWOLLEN JOINT MORTAR
121.1FCH
116.7FLH
0MWM—
2DAGS—
21.6FLHAIRLINE
21.6FCHAIRLINE
51.3FLHAIRLINE
326.3FLSLIGHT
0AMH1:20AM
0MWL—
51.3FCSLIGHT
368.1DAGS—
59.9MGOSWOLLEN JOINT MORTAR THROUGHOUT REACH
81FLH
368.7AMH2:05AM
96.5FCH
121.1FCH
171.6FLH
126.9CL—

Properties (6)

custom_field_three
FEW SLIGHT FRACTURES
custom_field_two
4
customer
LACSD
datetime
2016-07-23T00:43:11-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false