Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 30, 2018, 12:06 PM

  • 05 1573_05 1572_10302018_050839.mp4

Date
10/30/2018
W/O
0736672
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00485
PipeID
P06798
Time
5:06 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1034
Sewer Name
05 MARICOPA STREET TRUNK
City
T0RRANCE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
26
Purpose
Capital Improvement Program Assesment
Project
20181026MDM_MARICOPA_STREET_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
05 1573
Downstream MH
05 1572
Dir. of Survey
Downstream
Length Surveyed
257.8 ft.
Total Length
257.8 ft.
Structural Index
2
Structural Quick
332A
Structural Rating
29
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
29
Pipe schematic from manhole 05 1573 to 05 1572
MH: 05 1573MH: 05 1572downstream0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Capped0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 5:10AM23.3 ft. MGO - General Observation - 18" VCP23.3 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - H23.3 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - HAIRLINE27.4 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL27.4 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL39.2 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES - H47.4 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - H47.4 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL75.4 ft. FC - Fracture Circumferential, from 09 to 01 o'clock, within 8 inches of joint: YES - H83.1 ft. FC - Fracture Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES - H95 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS95 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS95 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS95 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS257.3 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 25%HAIRLINE AT JOINTS257.3 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 25% SLIGHT AT JOINTS257.3 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Capped257.3 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 10% SLIGHT AT JOINTS257.3 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 10% HAIRLINE AT JOINTS257.3 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active257.8 ft. AMH - Downstream Manhole, Survey Ends - 5:30AM

Observation photos (1)

  • General Observation - 18" VCP

    23.3 ft. - General Observation - 18" VCP

All inspections of P06798Work order 0736672

Observations (26)

DistanceCodeObservation
23.3MGO18" VCP
27.4FCSL
47.4FCH
39.2FLH
0MGOConn. @ Mh, 3 O' Clock. Active
27.4FCSL
75.4FCH
257.3FC25%HAIRLINE AT JOINTS
95FCHAIRLINE AT JOINTS
257.3FC25% SLIGHT AT JOINTS
0MGOConn. @ Mh, 9 O' Clock. Capped
257.3MGOConn. @ Mh, 9 O' Clock. Capped
257.8AMH5:30AM
257.3FL10% SLIGHT AT JOINTS
95FCSLIGHT AT JOINTS
0MWM—
95FLHAIRLINE AT JOINTS
0MWL—
0AMH5:10AM
23.3FCH
257.3FL10% HAIRLINE AT JOINTS
257.3MGOConn. @ Mh, 3 O' Clock. Active
83.1FCH
95FLSLIGHT AT JOINTS
47.4FCSL
23.3FCHAIRLINE

Properties (4)

custom_field_three
SLIGHT FRACRURES
custom_field_two
3
customer
LACSD
datetime
2018-10-30T05:06:09-07:00