Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 26, 2021, 07:17 AM

  • 01 1227_01 1226_6262021_003900.mp4

Date
06/26/2021
W/O
0890879
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00217
PipeID
P02051
Time
12:17 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1856
Sewer Name
01 SANTA FE AVENUE TRUNK
City
SOUTH GATE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
07
Purpose
Capital Improvement Program Assesment
Project
202106025MDM_SANTA_FE_AVENUE_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Upstream MH
01 1226
Downstream MH
01 1227
Dir. of Survey
Upstream
Length Surveyed
70.9 ft.
Total Length
70.9 ft.
Structural Index
2
Structural Quick
322A
Structural Rating
30
O&M Index
3
O&M Quick
3311
O&M Rating
10
Overall Index
2
Overall Quick
—
Overall Rating
40
Pipe schematic from manhole 01 1226 to 01 1227
MH: 01 1226MH: 01 1227upstream0 ft. AMH - Upstream Manhole, Survey Ends(COMPLETED BY REVERSE INSPECTION) - 1:05AM(COMPLETED BY REVERSE INSPECTION)0.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING OUTER SURFACE0.4 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Finish - 10% HAIRLINE AT JOINTS0.4 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 40% HAIRLINE AT JOINTS0.4 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 60% SLIGHT AT JOINTS0.4 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Finish - 10% SLIGHT AT JOINTS0.4 ft. RMJ - Roots Medium Joint, from 03 to 09 o'clock, 15 %, within 8 inches of joint: YESR, Finish0.4 ft. RMJ - Roots Medium Joint, from 03 to 09 o'clock, 25 %, within 8 inches of joint: YESR10.8 ft. RMJ - Roots Medium Joint, from 03 to 09 o'clock, 15 %, within 8 inches of joint: YESR, Start14.1 ft. RMJ - Roots Medium Joint, from 03 to 09 o'clock, 5 %, within 8 inches of joint: YESR18.4 ft. RFJ - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR - 3%35.3 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open51.6 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS51.6 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS51.6 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS51.6 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS53.6 ft. FC - Fracture Circumferential, from 11 to 03 o'clock, within 8 inches of joint: YES - SL56.4 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES - SL59.3 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - H59.3 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SL61.1 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES - SLIGHT66.4 ft. FC - Fracture Circumferential, from 12 to 04 o'clock, within 8 inches of joint: YES - SL66.4 ft. FC - Fracture Circumferential, from 08 to 12 o'clock, within 8 inches of joint: YES - HAIRLINE67.9 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - SLIGHT67.9 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SLIGHT68.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING OUTER LAYER70.9 ft. MWL - Water Level, 10 %of cross sectional area70.9 ft. MWM - Water Mark, 30 %of cross sectional area70.9 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active70.9 ft. AMH - Downstream Manhole, Survey Begins - 12:35AM

Observation photos (3)

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

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

  • Roots Medium Joint, from 03 to 09 o'clock, 15 %, within 8 inches of joint: YESR, Start

    60.1 ft. - Roots Medium Joint, from 03 to 09 o'clock, 15 %, within 8 inches of joint: YESR, Start

  • Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 40% HAIRLINE AT JOINTS

    70.5 ft. - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 40% HAIRLINE AT JOINTS

All inspections of P02051Work order 0890879

Observations (30)

DistanceCodeObservation
2SSSBLISTERING OUTER LAYER
11.6FCH
70.5SSSBLISTERING OUTER SURFACE
70.5FL10% HAIRLINE AT JOINTS
70.5FC40% HAIRLINE AT JOINTS
0MWL—
11.6FCSL
3FCSLIGHT
19.3FCSLIGHT AT JOINTS
0MWM—
70.5FC60% SLIGHT AT JOINTS
52.5RFJ3%
19.3FCHAIRLINE AT JOINTS
70.5FL10% SLIGHT AT JOINTS
17.3FCSL
70.9AMH1:05AM(COMPLETED BY REVERSE INSPECTION)
14.5FCSL
0MGOConn. @ Mh, 3 O' Clock. Active
4.5FCSL
9.8FCSLIGHT
19.3FLSLIGHT AT JOINTS
70.5RMJ—
60.1RMJ—
19.3FLHAIRLINE AT JOINTS
4.5FCHAIRLINE
56.8RMJ—
3FCSLIGHT
35.6TFOpen
0AMH12:35AM
70.5RMJ—

Properties (6)

custom_field_three
SLIGHT FRACTURES -POSSIBLE VCP CORRISON
custom_field_two
2
customer
LACSD
datetime
2021-06-26T00:17:21-07:00
documentation
MARTIN,OLIVER 111,BARR
is_lateral_inspection
false