Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 18, 2019, 10:23 AM

  • 02 1116_02 1115_6182019_033611.mp4

Date
06/18/2019
W/O
0776968
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00285
PipeID
P03687
Time
3:23 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1236
Sewer Name
02 MONTEBELLO-RANDOLPH TRUNK
City
BELL GARDENS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
20
Purpose
Routine Assessment
Project
20190618MDM_MONTEBELLO_RANDOLPH_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Upstream MH
02 1115
Downstream MH
02 1116
Dir. of Survey
Upstream
Length Surveyed
94.9 ft.
Total Length
94.9 ft.
Structural Index
2
Structural Quick
3426
Structural Rating
24
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
28
Pipe schematic from manhole 02 1115 to 02 1116
MH: 02 1115MH: 02 1116upstream0 ft. AMH - Upstream Manhole, Survey Ends - 4:00AM0.6 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN STOPLOG IN PLACE0.6 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 60% HAIRLINE AT JOINTS0.6 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 20% HAIRLINE AT JOINTS0.6 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 30% SLIGHT AT JOINTS0.6 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 5% SLIGHT AT JOINTS63.4 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS63.4 ft. FL - Fracture Longitudinal, at 09 TO 3 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS63.4 ft. FL - Fracture Longitudinal, at 09 TO 3 o'clock, within 8 inches of joint: YES, Start - SLIGHT ST JOINTS63.4 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS67.6 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H67.6 ft. FC - Fracture Circumferential, from 10 to 03 o'clock, within 8 inches of joint: YES - H71.5 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SL75.8 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - H79.7 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT89.9 ft. FC - Fracture Circumferential, from 10 to 01 o'clock, within 8 inches of joint: YES - HAIRLINE94.9 ft. AMH - Downstream Manhole, Survey Begins - 3:35AM94.9 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active94.9 ft. MWM - Water Mark, 60 %of cross sectional area94.9 ft. MWL - Water Level, 10 %of cross sectional area
All inspections of P03687Work order 0776968

Observations (20)

DistanceCodeObservation
23.4FLSL
19.1FCH
31.5FCHAIRLINE AT JOINTS
94.3MGOConn. @ Mh, 3 O' Clock. OPEN STOPLOG IN PLACE
0AMH3:35AM
94.3FC60% HAIRLINE AT JOINTS
27.3FLH
94.9AMH4:00AM
27.3FCH
15.2FCSLIGHT
0MGOConn. @ Mh, 9 O' Clock. Active
31.5FLHAIRLINE AT JOINTS
31.5FLSLIGHT ST JOINTS
0MWM—
94.3FL20% HAIRLINE AT JOINTS
0MWL—
94.3FC30% SLIGHT AT JOINTS
94.3FL5% SLIGHT AT JOINTS
31.5FCSLIGHT AT JOINTS
5FCHAIRLINE

Properties (7)

additional_info
REVERSE INSPECTION
custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2019-06-18T03:23:59-07:00
documentation
MARTIN,SHADLER
is_lateral_inspection
false