Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 26, 2017, 11:15 AM

  • 01 1227_01 1226_5262017_044226.mp4

Date
05/26/2017
W/O
0635395
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00217
PipeID
P02051
Time
4:15 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0539
Sewer Name
01 SANTA FE AVENUE TRUNK
City
COMPTON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
07
Purpose
Routine Assessment
Project
20170526MDM_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
300.7 ft.
Total Length
300.7 ft.
Structural Index
2
Structural Quick
332B
Structural Rating
39
O&M Index
2
O&M Quick
4121
O&M Rating
7
Overall Index
2
Overall Quick
—
Overall Rating
46
Pipe schematic from manhole 01 1226 to 01 1227
MH: 01 1226MH: 01 1227upstream0 ft. AMH - Upstream Manhole, Survey Ends - 5:25AM0.2 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 60% HAIRLINE AT JOINTS0.2 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish - 5% OR LESS0.2 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 20% AT JOINTS0.2 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 20% HAIRLINE AT JOINTS0.2 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 40% SLIGHT AT JOINTS40.9 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open86.9 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active135.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active170.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active210.9 ft. TFD - Tap Factory Made Defective, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open 100% ROOTS238.5 ft. FL - Fracture Longitudinal, at 09 TO 3 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS238.5 ft. FL - Fracture Longitudinal, at 09 TO 3o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS238.5 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS238.5 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS240.8 ft. FC - Fracture Circumferential, from 10 to 03 o'clock, within 8 inches of joint: YES - SL248.3 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SL251.7 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start - 5% OR LESS253.7 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - SL253.7 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - H256.5 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - H261.2 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H264 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open268.6 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL268.6 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL271.3 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - H271.3 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - H274 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - H281.9 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - H284.1 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - HAIRLINE284.1 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - SLIGHT300.7 ft. MWL - Water Level, 10 %of cross sectional area300.7 ft. MWM - Water Mark, 50 %of cross sectional area300.7 ft. AMH - Downstream Manhole, Survey Begins - 4:45AM300.7 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active

Observation photos (1)

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start - 5% OR LESS

    49 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start - 5% OR LESS

All inspections of P02051Work order 0635395

Observations (35)

DistanceCodeObservation
300.5FC60% HAIRLINE AT JOINTS
59.9FCSL
0MWL—
0MWM—
300.5RFJ5% OR LESS
300.5FL20% AT JOINTS
44.2FCH
26.7FCH
47FCSL
89.8TFDOpen 100% ROOTS
16.6FCHAIRLINE
29.4FCH
129.9TFActive
213.8TFActive
39.5FLH
62.2FLHAIRLINE AT JOINTS
52.4FCSL
165.3TFActive
16.6FCSLIGHT
47FCH
29.4FCH
32.1FCSL
62.2FLSLIGHT AT JOINTS
259.8TFOpen
32.1FCSL
49RFJ5% OR LESS
36.7TFOpen
300.7AMH5:25AM
300.5FL20% HAIRLINE AT JOINTS
0AMH4:45AM
300.5FC40% SLIGHT AT JOINTS
62.2FCHAIRLINE AT JOINTS
62.2FCSLIGHT AT JOINTS
18.8FCH
0MGOConn. @ Mh, 3 O' Clock. Active

Properties (6)

custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2017-05-26T04:15:19-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false