Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 12, 2016, 10:54 AM

  • 05 1774A_05 1774_8122016_040729.mp4

Date
08/12/2016
W/O
0585854
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00473
PipeID
P07003
Time
3:54 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0234
Sewer Name
05 LOMITA TRUNK EXTENSION
City
LOMITA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
32
Purpose
Capital Improvement Program Assesment
Project
20160812MDM_LOMITA_TRUNK_EXTENSION
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Upstream MH
05 1774A
Downstream MH
05 1774
Dir. of Survey
Downstream
Length Surveyed
114.7 ft.
Total Length
114.7 ft.
Structural Index
2
Structural Quick
2C00
Structural Rating
38
O&M Index
2
O&M Quick
3221
O&M Rating
10
Overall Index
2
Overall Quick
—
Overall Rating
48
Pipe schematic from manhole 05 1774A to 05 1774
MH: 05 1774AMH: 05 1774downstream0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:55AM5 ft. RMJ - Roots Medium Joint, from 02 to 10 o'clock, 5 %, within 8 inches of joint: YESR5 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - SLIGHT13.2 ft. RFJ - Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YESR - 3%13.3 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open15.7 ft. RMJ - Roots Medium Joint, from 03 to 09 o'clock, 5 %, within 8 inches of joint: YESR20.7 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SLIGHT23.8 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - ROCK32.1 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - SLIGHT32.1 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - HAIRLINE36.2 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL36.2 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - H51.9 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR - 3%56.7 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL56.8 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL60.8 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL60.8 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL72.3 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL85.3 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL101.2 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL114.5 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - SL114.7 ft. AMH - Downstream Manhole, Survey Ends - 4:30AM-ABANDONED MH

Observation photos (1)

  • Downstream Manhole, Survey Ends - 4:30AM-ABANDONED MH

    114.7 ft. - Downstream Manhole, Survey Ends - 4:30AM-ABANDONED MH

All inspections of P07003Work order 0585854

Observations (25)

DistanceCodeObservation
5RMJ—
114.7AMH4:30AM-ABANDONED MH
85.3FCSL
60.8FCSL
60.8FCSL
0MGOConn. @ Mh, 9 O' Clock. Active
51.9RFJ3%
56.8FCSL
36.2FCSL
114.5FCSL
23.8DSZROCK
32.1FCSLIGHT
15.7RMJ—
5FCSLIGHT
13.3TBOpen
101.2FCSL
36.2FCH
32.1FCHAIRLINE
20.7FCSLIGHT
0MWM—
0MWL—
0AMH3:55AM
56.7FCSL
13.2RFJ3%
72.3FCSL

Properties (6)

custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2016-08-12T03:54:34-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false