Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 10, 2017, 03:41 PM

  • 19 0016_19 0015_4102017_104643.mp4

Date
04/10/2017
W/O
0602259
Weather
Dry
Operator/Surveyor
IGNACIO
Sewer ID
Z00727
PipeID
P15046
Time
8:41 AM
Certificate
U-115-06022628
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7381
Sewer Name
19 PALO VERDE TRUNK
City
LONG BEACH
Loc. details
Woods
Location Code
E
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
08
Purpose
Routine Assessment
Project
20170410MI_PALO_VERDE_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Upstream MH
19 0016
Downstream MH
19 0015
Dir. of Survey
Downstream
Length Surveyed
378.9 ft.
Total Length
378.9 ft.
Structural Index
2
Structural Quick
2300
Structural Rating
6
O&M Index
1
O&M Quick
1100
O&M Rating
1
Overall Index
2
Overall Quick
—
Overall Rating
7
Pipe schematic from manhole 19 0016 to 19 0015
MH: 19 0016MH: 19 0015downstream0 ft. MWL - Water Level, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 10:44 AM0 ft. MGO - General Observation - CONNECTION AT MH, 3 OCLOCK, ACTIVE0 ft. MWM - Water Mark, 40 %of cross sectional area20.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start44.7 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - MINERAL DEPOSITS AT JOINTS60.3 ft. CL - Crack Longitudinal, at 11 o'clock, within 8 inches of joint: YES209 ft. RFJ - Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YESR298.1 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES311.4 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"373.6 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - MINERAL DEPOSITS AT JOINTS377 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish378.9 ft. AMH - Downstream Manhole, Survey Ends - 11:06 AM

Observation photos (6)

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

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

  • Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - MINERAL DEPOSITS AT JOINTS

    44.7 ft. - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - MINERAL DEPOSITS AT JOINTS

  • Crack Longitudinal, at 11 o'clock, within 8 inches of joint: YES

    60.3 ft. - Crack Longitudinal, at 11 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YESR

    209 ft. - Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YESR

  • Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    311.4 ft. - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

  • Downstream Manhole, Survey Ends - 11:06 AM

    378.9 ft. - Downstream Manhole, Survey Ends - 11:06 AM

All inspections of P15046Work order 0602259

Observations (13)

DistanceCodeObservation
20.1SSS—
209RFJ—
311.4TFA—
60.3CL—
0MWL—
377SSS—
373.6SZMINERAL DEPOSITS AT JOINTS
44.7SZMINERAL DEPOSITS AT JOINTS
0AMH10:44 AM
0MGOCONNECTION AT MH, 3 OCLOCK, ACTIVE
0MWM—
378.9AMH11:06 AM
298.1CL—

Properties (5)

custom_field_two
3
customer
LACSD
datetime
2017-04-10T08:41:52-07:00
documentation
IGNACIO, BRAR, SHADLER
is_lateral_inspection
false