Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 13, 2016, 10:55 AM

  • 05 0718_05 0717_20160113_031308_.mp4

Date
01/13/2016
W/O
547108
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00521
PipeID
P05941
Time
2:55 AM
Certificate
U-507-03-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3113
Sewer Name
05 SOUTH INGLEWOOD-ORANGE AVENUE TRUNK, EXTENSION #1
City
INGLEWOOD, CA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
07
Purpose
Routine Assessment
Project
WO_547108_TV05104_JAN2016
Material
Vitrified Clay Pipe
Shape
Circular
Height
8 in.
Upstream MH
05 0718
Downstream MH
05 0717
Dir. of Survey
Downstream
Length Surveyed
316.6 ft.
Total Length
316.6 ft.
Structural Index
3
Structural Quick
4131
Structural Rating
9
O&M Index
2
O&M Quick
3121
O&M Rating
9
Overall Index
2
Overall Quick
—
Overall Rating
18
Pipe schematic from manhole 05 0718 to 05 0717
MH: 05 0718MH: 05 0717downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 05 07180 ft. MWM - Water Mark, 40 %of cross sectional area2.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start12.9 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES16.6 ft. CL - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES22.2 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start59.8 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start114.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"225.7 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish252.7 ft. RFJ - Roots Fine Joint, at 12 o'clock, within 8 inches of joint: YES279.8 ft. RFJ - Roots Fine Joint, from 03 to 09 o'clock, within 8 inches of joint: NO, Start311.3 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish311.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish311.3 ft. RFJ - Roots Fine Joint, from 03 to 09 o'clock, within 8 inches of joint: NO, Finish312.6 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES316.6 ft. AMH - Downstream Manhole, Survey Ends - 05 0717

Observation photos (8)

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

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

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

    12.9 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

    16.6 ft. - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    22.2 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    59.8 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"

    114.8 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

    225.7 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

  • Roots Fine Joint, from 03 to 09 o'clock, within 8 inches of joint: NO, Start

    279.8 ft. - Roots Fine Joint, from 03 to 09 o'clock, within 8 inches of joint: NO, Start

All inspections of P05941Work order 547108

Observations (17)

DistanceCodeObservation
312.6FM—
0MWL—
311.3CM—
0AMH05 0718
114.8TBA—
0MWM—
311.3DAGS—
12.9RFJ—
279.8RFJ—
2.1DAGS—
316.6AMH05 0717
252.7RFJ—
22.2RFJ—
311.3RFJ—
225.7RFJ—
59.8CM—
16.6CL—

Properties (4)

additional_info
SC224495
custom_field_two
3
customer
LACSD
datetime
2016-01-13T02:55:11-08:00