Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 11, 2019, 10:03 AM

  • 5_1_1_11062019_031553.mp4

Date
06/11/2019
W/O
766606
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00698
PipeID
P13897
Time
3:03 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6563
Sewer Name
18 SANTA FE STREET 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_766606_TV18177_MAY2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0078
Downstream MH
18 0079
Dir. of Survey
Upstream
Length Surveyed
297 ft.
Total Length
297 ft.
Structural Index
3
Structural Quick
3K24
Structural Rating
189
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
189
Pipe schematic from manhole 18 0078 to 18 0079
MH: 18 0078MH: 18 0079upstream0 ft. AMH - Upstream Manhole, Survey Ends - 18 00791.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish11.6 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"26 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES59.1 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES86.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES129 ft. FS - Fracture Spiral, from 12 to 03 o'clock, within 8 inches of joint: YES159.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES177.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES277.4 ft. SRI - Surface Roughness Increased, at 03 o'clock, within 8 inches of joint: YES294 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start297 ft. MWM - Water Mark, 20 %of cross sectional area297 ft. AMH - Downstream Manhole, Survey Begins - 18 0078297 ft. MWL - Water Level, 5 %of cross sectional area

Observation photos (8)

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

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

  • Surface Roughness Increased, at 03 o'clock, within 8 inches of joint: YES

    19.6 ft. - Surface Roughness Increased, at 03 o'clock, within 8 inches of joint: YES

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

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

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

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

  • Fracture Spiral, from 12 to 03 o'clock, within 8 inches of joint: YES

    168 ft. - Fracture Spiral, from 12 to 03 o'clock, within 8 inches of joint: YES

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES

    210.5 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES

  • Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES

    237.9 ft. - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES

  • Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES

    271 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES

All inspections of P13897Work order 766606

Observations (14)

DistanceCodeObservation
285.4TF—
297AMH18 0079
168FS—
137.5SSS—
271FL—
0MWM—
0AMH18 0078
119.2SSS—
295.1SAP—
0MWL—
210.5SSS—
19.6SRI—
237.9CL—
3SAP—

Properties (6)

additional_info
SC377686
custom_field_two
2
customer
LACSD
datetime
2019-06-11T03:03:44-07:00
documentation
PROPIPE
is_lateral_inspection
false