Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 12, 2017, 11:58 AM

  • H 1284_H 1283 _01122017_040040.mp4

Date
01/12/2017
W/O
613652
Weather
Light Rain
Operator/Surveyor
S. LOPEZ
Sewer ID
Z01183
PipeID
P17300
Time
3:58 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4209
Sewer Name
H JOINT OUTFALL H - UNIT 8L
City
AZUSA
Loc. details
Sidewalk
Location Code
F
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
11
Purpose
Routine Assessment
Project
WO_613652_TV22154_JAN2017
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
H 1284
Downstream MH
H 1283
Dir. of Survey
Downstream
Length Surveyed
301.6 ft.
Total Length
301.6 ft.
Structural Index
3
Structural Quick
5F3K
Structural Rating
480
O&M Index
2
O&M Quick
2K00
O&M Rating
120
Overall Index
3
Overall Quick
—
Overall Rating
600
Pipe schematic from manhole H 1284 to H 1283
MH: H 1284MH: H 1283downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 128470 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start0 ft. MWL - Water Level, 15 %of cross sectional area3.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start7.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start52.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"68.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"114.2 ft. SRV - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: YES, Start125.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"230.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"239 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"300.9 ft. SRV - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: YES, Finish300.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish300.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish300.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish301.6 ft. AMH - Downstream Manhole, Survey Ends - H 1283

Observation photos (4)

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

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

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    3.4 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    7.4 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: YES, Start

    114.2 ft. - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: YES, Start

All inspections of P17300Work order 613652

Observations (17)

DistanceCodeObservation
300.9SRV—
52.4TFC—
230.3TFC—
239TFC—
300.9DAGS—
300.9SAV—
0AMHH 12847
0MWM—
300.9SSS—
0DAGS—
114.2SRV—
7.4SAV—
3.4SSS—
125.2TFC—
301.6AMHH 1283
0MWL—
68.8TFC—

Properties (6)

additional_info
SC306711
custom_field_two
2
customer
LACSD
datetime
2017-01-12T03:58:16-08:00
documentation
PRO PIPE
is_lateral_inspection
false