Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 2, 2018, 09:11 AM

  • 18 0407_18 0406_02042018_022100.mp4

Date
04/02/2018
W/O
690550
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00699
PipeID
P14242
Time
2:11 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5516
Sewer Name
18 SANTA FE STREET RELIEF TRUNK
City
WHITTIER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
WO_690550_TV18173_MAR2018
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0407
Downstream MH
18 0406
Dir. of Survey
Downstream
Length Surveyed
157.7 ft.
Total Length
157.7 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
1
O&M Quick
1400
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 18 0407 to 18 0406
MH: 18 0407MH: 18 0406downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 04070 ft. MWM - Water Mark, 25 %of cross sectional area2.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start23.5 ft. CS - Crack Spiral, from 03 to 05 o'clock, within 8 inches of joint: YES30.4 ft. RFJ - Roots Fine Joint, at 12 o'clock, within 8 inches of joint: YESR43 ft. RFJ - Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YESR71.2 ft. RFJ - Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YESR132.2 ft. RFJ - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR157 ft. MGO - General Observation - Surface Spalling throughout the reach from 7 to 5 oclock.157.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish157.7 ft. AMH - Downstream Manhole, Survey Ends - 18 0406

Observation photos (6)

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

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

  • Crack Spiral, from 03 to 05 o'clock, within 8 inches of joint: YES

    23.5 ft. - Crack Spiral, from 03 to 05 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 12 o'clock, within 8 inches of joint: YESR

    30.4 ft. - Roots Fine Joint, at 12 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YESR

    43 ft. - Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YESR

    71.2 ft. - Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR

    132.2 ft. - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR

All inspections of P14242Work order 690550

Observations (12)

DistanceCodeObservation
23.5CS—
0MWL—
0AMH18 0407
157MGOSurface Spalling throughout the reach from 7 to 5 oclock.
30.4RFJ—
132.2RFJ—
157.7AMH18 0406
43RFJ—
157.6SAP—
0MWM—
2.9SAP—
71.2RFJ—

Properties (4)

additional_info
SC358722
custom_field_two
3
customer
LACSD
datetime
2018-04-02T02:11:20-07:00