Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 26, 2016, 10:36 AM

  • E 0058_E 0057_20161026_040129.mp4

Date
10/26/2016
W/O
597390
Weather
Dry
Operator/Surveyor
R.VARGAS
Sewer ID
Z00028
PipeID
P11288
Time
3:36 AM
Certificate
U-209-211
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3864
Sewer Name
E JOINT OUTFALL E - UNIT 2
City
LYNWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Routine Assessment
Project
WO_597390_TV01088_OCT2016
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Width
54 in.
Upstream MH
E 0057
Downstream MH
E 0058
Dir. of Survey
Upstream
Length Surveyed
586.7 ft.
Total Length
586.7 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
3
Overall Quick
—
Overall Rating
6
Pipe schematic from manhole E 0057 to E 0058
MH: E 0057MH: E 0058upstream0 ft. OBN - Obstacles Construction Debris, 25 %of cross sectional area, from 04 to 08 o'clock - NOT VISIBLE0 ft. MSA - Survey Abandoned - SEVERE DEBRIS 25%0 ft. MGO - General Observation - MAGNESIUM COATING FINISH0 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish37.9 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"212.2 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"584.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start584.7 ft. MGO - General Observation - MAGNESIUM COATING START586.7 ft. AMH - Downstream Manhole, Survey Begins - E 0057586.7 ft. MWL - Water Level, 15 %of cross sectional area586.7 ft. MWM - Water Mark, 25 %of cross sectional area

Observation photos (5)

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

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

  • Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"

    374.5 ft. - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"

    548.8 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"

  • Obstacles Construction Debris, 25 %of cross sectional area, from 04 to 08 o'clock - NOT VISIBLE

    586.7 ft. - Obstacles Construction Debris, 25 %of cross sectional area, from 04 to 08 o'clock - NOT VISIBLE

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

    586.7 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

All inspections of P11288Work order 597390

Observations (11)

DistanceCodeObservation
2SAP—
586.7OBNNOT VISIBLE
2MGOMAGNESIUM COATING START
586.7MSASEVERE DEBRIS 25%
586.7MGOMAGNESIUM COATING FINISH
0AMHE 0057
374.5TBA—
0MWL—
586.7SAP—
0MWM—
548.8TBA—

Properties (5)

additional_info
SC301944
custom_field_two
3
customer
LACSD
datetime
2016-10-26T03:36:00-07:00
sewer_category
Gravity