Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 29, 2017, 05:02 AM
Date
09/28/2017
W/O
657962
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00012
PipeID
P00346
Time
10:02 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4892
Sewer Name
08 JAMES STREET TRUNK
City
TORRANCE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
07
Purpose
Routine Assessment
Project
WO_630370_TV05315_AUG2017
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
8 in.
Width
8 in.
Upstream MH
08 0300A
Downstream MH
08 0300
Dir. of Survey
Downstream
Length Surveyed
281.1 ft.
Total Length
281.1 ft.
Structural Index
3
Structural Quick
3J00
Structural Rating
165
O&M Index
1
O&M Quick
1H00
O&M Rating
47
Overall Index
2
Overall Quick
—
Overall Rating
212
Pipe schematic from manhole 08 0300A to 08 0300
MH: 08 0300AMH: 08 0300downstream0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 08 0300A0 ft. MWM - Water Mark, 10 %of cross sectional area2.1 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start35.3 ft. RFJ - Roots Fine Joint, from 10 to 04 o'clock, within 8 inches of joint: YES45 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start55.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"75.7 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"77 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"151.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"256.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"275.6 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish275.6 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish281.1 ft. AMH - Downstream Manhole, Survey Ends - 08 0300

Observation photos (5)

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

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

  • Roots Fine Joint, from 10 to 04 o'clock, within 8 inches of joint: YES

    35.3 ft. - Roots Fine Joint, from 10 to 04 o'clock, within 8 inches of joint: YES

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

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

  • Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    75.7 ft. - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    77 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"

All inspections of P00346Work order 657962

Observations (15)

DistanceCodeObservation
275.6CM—
75.7TB—
55.2TFC—
2.1CM—
0MGOCONNECTION AT MH 9 O'CLOCK
0MWL—
77TBA—
0AMH08 0300A
275.6RFJ—
151.4TFC—
45RFJ—
35.3RFJ—
281.1AMH08 0300
0MWM—
256.3TFC—

Properties (5)

additional_info
SC346152
custom_field_two
3
customer
LACSD
datetime
2017-09-28T22:02:49-07:00
is_lateral_inspection
false