Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 8, 2016, 08:13 AM
Date
11/08/2016
W/O
0596969
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00234
PipeID
P18010
Time
12:13 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0337
Sewer Name
02 ARTESIA EXTENSION TRUNK
City
BELLFLOWER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
38
Purpose
Capital Improvement Program Assesment
Project
20161103MDM_ARTESIA_EXTENSION_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
02 0005
Downstream MH
02 0132
Dir. of Survey
Downstream
Length Surveyed
6 ft.
Total Length
6 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
3
Overall Quick
—
Overall Rating
8
Pipe schematic from manhole 02 0005 to 02 0132
MH: 02 0005MH: 02 0132downstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SWOLLEN ,BLISTERING LAITANCE COAT2 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. DAGS - Deposits Attached Grease, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start6 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG6 ft. DAGS - Deposits Attached Grease, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING SWOLLEN LAITANCE COAT6 ft. MSA - Survey Abandoned - DOWNLEG UPSTREAM SIPHON SOUTH

Observation photos (4)

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Deposits Attached Grease, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG

    6 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG

  • Survey Abandoned - DOWNLEG UPSTREAM SIPHON SOUTH

    6 ft. - Survey Abandoned - DOWNLEG UPSTREAM SIPHON SOUTH

All inspections of P18010Work order 0596969

Observations (11)

DistanceCodeObservation
6SAPSEVERE AGG
0AMH12:55AM
6DAGS—
0MWL—
2SSSSWOLLEN ,BLISTERING LAITANCE COAT
2SAPSEVERE AGG
6SSSBLISTERING SWOLLEN LAITANCE COAT
0MWM—
0MGOConn. @ Mh, 3 O' Clock. Active
6MSADOWNLEG UPSTREAM SIPHON SOUTH
2DAGS—

Properties (7)

additional_info
DOWNLEG UPSTREAM SIPHON SOUTH
custom_field_three
SEVERE AGG -UPLEG MISSING PIPE SOIL VISIBLE
custom_field_two
1
customer
LACSD
datetime
2016-11-08T00:13:57-08:00
documentation
MARTIN,MANANES,REVELES,OLIVER V111
is_lateral_inspection
false