Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 9, 2019, 08:18 PM

  • Section#1_A 0034_A 0033__592019__I 0140.mp4

Date
05/09/2019
W/O
0765380
Weather
Dry
Operator/Surveyor
BRAR
Sewer ID
Z00334
PipeID
P08409
Time
1:18 PM
Certificate
SEE REMARKS
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I 0140
Sewer Name
A JOINT OUTFALL A - UNIT 3C
City
DOMINGUEZ
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
09
Purpose
Capital Improvement Program Assesment
Project
20190509SB_JOINT_OUTFALL_A_UNIT_3C
Material
RCP-CTL
Shape
Square
Height
78 in.
Width
78 in.
Upstream MH
A 0034
Downstream MH
A 0033
Dir. of Survey
Downstream
Length Surveyed
69.3 ft.
Total Length
69.3 ft.
Structural Index
3
Structural Quick
3D2A
Structural Rating
99
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
99
Pipe schematic from manhole A 0034 to A 0033
MH: A 0034MH: A 0033downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:24 PM0.1 ft. MWM - Water Mark, 35 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE MAG COAT 30%2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start9.7 ft. MGP - General Photograph23.7 ft. MGO - General Observation - LEFTOVER CLAY TILE.37 ft. MGP - General Photograph54.8 ft. MGP - General Photograph65.2 ft. MGP - General Photograph67.4 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE MAG 30%67.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish67.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish67.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish69.3 ft. AMH - Downstream Manhole, Survey Ends - 2:14 PM

Observation photos (8)

  • Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE MAG COAT 30%

    2 ft. - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE MAG COAT 30%

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

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

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

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

  • General Photograph

    9.7 ft. - General Photograph

  • General Observation - LEFTOVER CLAY TILE.

    23.7 ft. - General Observation - LEFTOVER CLAY TILE.

  • General Photograph

    37 ft. - General Photograph

  • General Photograph

    54.8 ft. - General Photograph

  • General Photograph

    65.2 ft. - General Photograph

All inspections of P08409Work order 0765380

Observations (17)

DistanceCodeObservation
2SAP—
67.4SZPOSSIBLE MAG 30%
9.7MGP—
67.4SAP—
0.1MWM—
0MWL—
37MGP—
23.7MGOLEFTOVER CLAY TILE.
67.4SSS—
2SZPOSSIBLE MAG COAT 30%
54.8MGP—
2SSS—
0AMH1:24 PM
2SAV—
69.3AMH2:14 PM
67.4SAV—
65.2MGP—

Properties (7)

additional_info
CERT NO U-0618-0703002249
custom_field_three
MISSING TILES, AGGREGATE PROJECTING
custom_field_two
2
customer
LACSD
datetime
2019-05-09T13:18:22-07:00
documentation
BRAR, FRANKLIN, CASTILLO, SHADLER
is_lateral_inspection
false