Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 23, 2016, 07:37 AM

  • 05 0860_05 0859_9232016_004505.mp4

Date
09/23/2016
W/O
0585472
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00457
PipeID
P06090
Time
12:37 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0291
Sewer Name
05 IMPERIAL HIGHWAY EXTENSION TRUNK
City
HAWTHORNE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
09
Purpose
Routine Assessment
Project
20160923MDM_IMPERIAL_HIGHWAY_EXTENSION_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
10 in.
Upstream MH
05 0860
Downstream MH
05 0859
Dir. of Survey
Downstream
Length Surveyed
200.8 ft.
Total Length
200.8 ft.
Structural Index
2
Structural Quick
2111
Structural Rating
3
O&M Index
3
O&M Quick
4131
O&M Rating
15
Overall Index
2
Overall Quick
—
Overall Rating
18
Pipe schematic from manhole 05 0860 to 05 0859
MH: 05 0860MH: 05 0859downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:40AM0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN0.1 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Capped4.5 ft. JSM - Joint Separated Medium - SPERATED TO MAKE TRUN8.6 ft. MGO - General Observation - 10" VCP18 ft. MWL - Water Level, 20 %of cross sectional area18 ft. MWM - Water Mark, 40 %of cross sectional area27.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO36.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - ROCKS55 ft. MWL - Water Level, 10 %of cross sectional area55 ft. FC - Fracture Circumferential, from 03 to 05 o'clock, within 8 inches of joint: YES - SLIGHT78.6 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open102.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - ROCKS127.1 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - ROCKS140.3 ft. MWM - Water Mark, 60 %of cross sectional area141 ft. MWL - Water Level, 20 %of cross sectional area155.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - ROCKS170.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - ROCKS170.6 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - ROCKS200.3 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - ROCKS200.8 ft. AMH - Downstream Manhole, Survey Ends - 1:40AM

Observation photos (2)

  • Joint Separated Medium - SPERATED TO MAKE TRUN

    4.5 ft. - Joint Separated Medium - SPERATED TO MAKE TRUN

  • General Observation - 10" VCP

    8.6 ft. - General Observation - 10" VCP

All inspections of P06090Work order 0585472

Observations (23)

DistanceCodeObservation
140.3MWM—
0MWL—
200.3DSZROCKS
102.5DSZROCKS
127.1DSZROCKS
78.6TFOpen
0MWM—
18MWL—
18MWM—
55MWL—
0AMH12:40AM
200.8AMH1:40AM
170.6DSZROCKS
170.6DSZROCKS
55FCSLIGHT
0.1MGOConn. @ Mh, 9 O' Clock. Capped
0MGOConn. @ Mh, 3 O' Clock. OPEN
27.1DAGS—
8.6MGO10" VCP
141MWL—
155.2DSZROCKS
36.6DSZROCKS
4.5JSMSPERATED TO MAKE TRUN

Properties (4)

custom_field_three
SLIGHT FRACTURE
custom_field_two
4
customer
LACSD
datetime
2016-09-23T00:37:15-07:00