Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 16, 2018, 08:20 AM

  • 22 1065_22 1064 _16072018_015326.mp4

Date
07/16/2018
W/O
711997
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00812
PipeID
P17436
Time
1:20 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5775
Sewer Name
22 IRWINDALE TRUNK, SECTS 2,3,4,&5
City
IRWINDALE
Loc. details
Main Highway - Urban
Location Code
A
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 1065
Downstream MH
22 1064
Dir. of Survey
Downstream
Length Surveyed
310.7 ft.
Total Length
310.7 ft.
Structural Index
3
Structural Quick
3L2K
Structural Rating
313
O&M Index
2
O&M Quick
4112
O&M Rating
6
Overall Index
2
Overall Quick
—
Overall Rating
319
Pipe schematic from manhole 22 1065 to 22 1064
MH: 22 1065MH: 22 1064downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 22 10650 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK2.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.9 ft. CM - Crack Multiple, from 08 to 01 o'clock, within 8 inches of joint: YES53.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"53.5 ft. RFC - Roots Fine Connection, at 10 o'clock110.6 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"168.8 ft. RFC - Roots Fine Connection, at 10 o'clock168.8 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"188.9 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"261.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"261.7 ft. RBL - Roots Ball Lateral, at 10 o'clock, 75 %310.7 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK310.7 ft. AMH - Downstream Manhole, Survey Ends - 22 1064310.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish310.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (3)

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

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

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

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

  • Crack Multiple, from 08 to 01 o'clock, within 8 inches of joint: YES

    3.9 ft. - Crack Multiple, from 08 to 01 o'clock, within 8 inches of joint: YES

All inspections of P17436Work order 711997

Observations (19)

DistanceCodeObservation
310.7MGOCONNECTION AT MH 9 O'CLOCK
2.1SSS—
310.7AMH22 1064
0MWL—
0MWM—
168.8RFC—
310.7SSS—
3.9CM—
261.7TF—
2.1SAP—
53.5TF—
110.6TF—
0AMH22 1065
188.9TF—
168.8TF—
261.7RBL—
0MGOCONNECTION AT MH 9 O'CLOCK
310.7SAP—
53.5RFC—

Properties (4)

additional_info
SC359685
custom_field_two
2
customer
LACSD
datetime
2018-07-16T01:20:37-07:00