Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 19, 2017, 11:03 AM

  • 32 1169_32 1168 _19092017_041751.mp4

Date
09/19/2017
W/O
654216
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00839
PipeID
P19623
Time
4:03 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4879
Sewer Name
32 SAN FERNANDO ROAD TRUNK
City
SANTA CLARITA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
09
Purpose
Routine Assessment
Project
WO_654216_TV32021_AUG2017
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
32 1169
Downstream MH
32 1168
Dir. of Survey
Downstream
Length Surveyed
408.3 ft.
Total Length
408.3 ft.
Structural Index
2
Structural Quick
322^
Structural Rating
312
O&M Index
1
O&M Quick
1100
O&M Rating
1
Overall Index
2
Overall Quick
—
Overall Rating
313
Pipe schematic from manhole 32 1169 to 32 1168
MH: 32 1169MH: 32 1168downstream0 ft. AMH - Upstream Manhole, Survey Begins - 32 11690 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3 ft. MGO - General Observation - MAG COAT3 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start39.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"45.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start59.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"96.3 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES226.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"231 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"405.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish405.6 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish407 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish408.3 ft. MGO - General Observation - LATERAL AT MH 3 OCLOCK408.3 ft. AMH - Downstream Manhole, Survey Ends - 32 1168

Observation photos (3)

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

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

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

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

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES

    96.3 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES

All inspections of P19623Work order 654216

Observations (17)

DistanceCodeObservation
59.7TFC—
96.3RFJ—
408.3MGOLATERAL AT MH 3 OCLOCK
408.3AMH32 1168
231TFC—
0AMH32 1169
45.8SSS—
226.1TF—
0MWM—
2SSS—
39.5TFC—
407SSS—
405.6SSS—
3MGOMAG COAT
405.6SAP—
3SAP—
0MWL—

Properties (5)

additional_info
SC345939
custom_field_two
3
customer
LACSD
datetime
2017-09-19T04:03:16-07:00
sewer_category
Gravity