Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 10, 2019, 07:57 AM

  • 22 0561_22 0560 _09102019_012521.mp4

Date
09/10/2019
W/O
787674
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00791
PipeID
P16903
Time
12:57 AM
Certificate
U-115-06022794
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6817
Sewer Name
22 BEN LOMOND TRUNK
City
GLENDORA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
21
Purpose
Routine Assessment
Project
WO_787674_TV22006_SEP2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
22 0560
Downstream MH
22 0561
Dir. of Survey
Upstream
Length Surveyed
295.9 ft.
Total Length
295.9 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
7
Pipe schematic from manhole 22 0560 to 22 0561
MH: 22 0560MH: 22 0561upstream0 ft. MSA - Survey Abandoned - UNABLE TO GET PAST0 ft. SAV - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish7.1 ft. OBR - Obstacles Rocks, 10 %of cross sectional area, at 06 o'clock21.5 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: NO, 6"77.3 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: NO, 6"90.2 ft. TBI - Tap Break-In Intruding, at 01 o'clock, -, -, within 8 inches of joint: NO, 6", 1"92.9 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 6"113 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6"123.1 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 6"143.1 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: NO, 6"183.6 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: NO, 6"203.8 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: NO, 6"255.3 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 6"293.9 ft. SAV - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start293.9 ft. MGO - General Observation - MAG COAT THROUGHOUT295.9 ft. MWM - Water Mark, 20 %of cross sectional area295.9 ft. MWL - Water Level, 10 %of cross sectional area295.9 ft. MGO - General Observation - CONNECTIONS AT BOTH 3 AND 9 O'CLOCK IN MH295.9 ft. AMH - Downstream Manhole, Survey Begins - 22 0560

Observation photos (4)

  • Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • General Observation - MAG COAT THROUGHOUT

    2 ft. - General Observation - MAG COAT THROUGHOUT

  • Obstacles Rocks, 10 %of cross sectional area, at 06 o'clock

    288.8 ft. - Obstacles Rocks, 10 %of cross sectional area, at 06 o'clock

  • Survey Abandoned - UNABLE TO GET PAST

    295.9 ft. - Survey Abandoned - UNABLE TO GET PAST

All inspections of P16903Work order 787674

Observations (19)

DistanceCodeObservation
112.3TF—
295.9MSAUNABLE TO GET PAST
152.8TF—
40.6TB—
182.9TB—
0MWM—
2SAV—
218.6TF—
288.8OBR—
0MWL—
2MGOMAG COAT THROUGHOUT
203TFC—
295.9SAV—
274.4TF—
0MGOCONNECTIONS AT BOTH 3 AND 9 O'CLOCK IN MH
92.1TFC—
0AMH22 0560
205.7TBI—
172.8TFC—

Properties (6)

additional_info
SC378429
custom_field_two
5
customer
LACSD
datetime
2019-09-10T00:57:02-07:00
documentation
PRO PIPE
is_lateral_inspection
false