Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 21, 2019, 06:17 AM

  • 3_1_1_20062019_234554.mp4

Date
06/20/2019
W/O
766407
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00349
PipeID
P02964
Time
11:17 PM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6572
Sewer Name
02 DISTRICT #2 INTERCEPTOR TRUNK
City
BELL GARDENS
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
23
Purpose
Routine Assessment
Project
WO_766407_TV02220_MAY2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Width
54 in.
Upstream MH
02 1393
Downstream MH
02 1392
Dir. of Survey
Downstream
Length Surveyed
895.7 ft.
Total Length
895.7 ft.
Structural Index
3
Structural Quick
543b
Structural Rating
551
O&M Index
1
O&M Quick
2117
O&M Rating
9
Overall Index
3
Overall Quick
—
Overall Rating
560
Pipe schematic from manhole 02 1393 to 02 1392
MH: 02 1393MH: 02 1392downstream0 ft. AMH - Upstream Manhole, Survey Begins - 02 13930 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area10 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start10 ft. MGO - General Observation - MAG COAT THROUGHOUT PIPE13.6 ft. LR - Alignment Right, 5 %, Start47 ft. LR - Alignment Right, 5 %, Finish240.9 ft. SAV - Surface Aggregate Visible, at 12 o'clock, within 8 inches of joint: NO512 ft. SRV - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO517.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start641 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO766.8 ft. SRV - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO831.8 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO839.9 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"892.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish892.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish895.7 ft. AMH - Downstream Manhole, Survey Ends - 02 1392

Observation photos (4)

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

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    517.7 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

    766.8 ft. - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

    831.8 ft. - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

All inspections of P02964Work order 766407

Observations (17)

DistanceCodeObservation
10SAP—
512SRV—
892.4DAGS—
13.6LR—
0AMH02 1393
0MWM—
240.9SAV—
766.8SRV—
641SRV—
831.8SRV—
47LR—
517.7DAGS—
0MWL—
892.4SAP—
10MGOMAG COAT THROUGHOUT PIPE
839.9TB—
895.7AMH02 1392

Properties (6)

additional_info
SC377697
custom_field_two
2
customer
LACSD
datetime
2019-06-20T23:17:55-07:00
documentation
PROPIPE
is_lateral_inspection
false