Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 11, 2018, 09:48 AM

  • 22 1067_22 1066 _11072018_032332.mp4

Date
07/11/2018
W/O
711997
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00812
PipeID
P17438
Time
2:48 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5772
Sewer Name
22 IRWINDALE TRUNK, SECTS 2,3,4,&5
City
IRWINDALE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
18
Purpose
Routine Assessment
Project
WO_711997_TV22043_JUL2018
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
22 1067
Downstream MH
22 1066
Dir. of Survey
Downstream
Length Surveyed
310.2 ft.
Total Length
310.2 ft.
Structural Index
3
Structural Quick
3K2K
Structural Rating
310
O&M Index
1
O&M Quick
2112
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
314
Pipe schematic from manhole 22 1067 to 22 1066
MH: 22 1067MH: 22 1066downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 22 10670 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK2.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start35.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"52.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO87.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"219.3 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES237 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"246.5 ft. TF - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: NO, 6"283 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES310.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish310.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish310.2 ft. AMH - Downstream Manhole, Survey Ends - 22 1066

Observation photos (4)

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

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

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

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

  • Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO

    52.5 ft. - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO

  • Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES

    219.3 ft. - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES

All inspections of P17438Work order 711997

Observations (17)

DistanceCodeObservation
283RFJ—
87.8TFC—
35.2TFC—
0MWM—
52.5DSZ—
237TF—
246.5TF—
310.2SAP—
310.2SSS—
219.3RFJ—
0MGOCONNECTION AT MH 9 O'CLOCK
0MWL—
0AMH22 1067
0MGOCONNECTION AT MH 3 O'CLOCK
2.2SAP—
310.2AMH22 1066
2.2SSS—

Properties (4)

additional_info
SC359681
custom_field_two
2
customer
LACSD
datetime
2018-07-11T02:48:46-07:00