Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 8, 2021, 08:44 AM

  • 14 0239_14 1003_02092021_011029.mp4

Date
02/08/2021
W/O
870404
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00569
PipeID
P25747
Time
12:44 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8560
Sewer Name
14 AVENUE "H" TRUNK
City
LANCASTER
Loc. details
Main Highway - Suburban/Rural
Location Code
B
Use of Sewer
Sanitary Sewer
District
District 14
Page No.
05
Purpose
Routine Assessment
Project
RFIR_WO_870404_TV14038_JAN2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
14 0239
Downstream MH
14 1003
Dir. of Survey
Downstream
Length Surveyed
585.9 ft.
Total Length
585.9 ft.
Structural Index
3
Structural Quick
5P3V
Structural Rating
1010
O&M Index
2
O&M Quick
2V00
O&M Rating
232
Overall Index
3
Overall Quick
—
Overall Rating
1242
Pipe schematic from manhole 14 0239 to 14 1003
MH: 14 0239MH: 14 1003downstream0 ft. AMH - Upstream Manhole, Survey Begins - 14 02390 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start152.7 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start583.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish583.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish583.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish583.8 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish585.5 ft. MGO - General Observation - @ 1 O'CLOCK -BROKEN, HANGING REINFORCEMENT - APPROX. 10" LONG585.9 ft. AMH - Downstream Manhole, Survey Ends - 14 1003585.9 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 9 O'CLOCK

Observation photos (4)

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

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

  • 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

  • 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 Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    152.7 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

All inspections of P25747Work order 870404

Observations (14)

DistanceCodeObservation
583.8SSS—
583.8DAGS—
2DAGS—
152.7SRV—
2SAP—
585.9AMH14 1003
585.5MGO@ 1 O'CLOCK -BROKEN, HANGING REINFORCEMENT - APPROX. 10" LONG
0AMH14 0239
2SSS—
0MWM—
583.8SAP—
0MWL—
585.9MGOACTIVE CONNECTION AT MH 9 O'CLOCK
583.8SRV—

Properties (7)

additional_info
630069020821202
custom_field_three
VISIBLE REINFORCEMENT/PROJECTING AGGREGATE
custom_field_two
2
customer
1
datetime
2021-02-08T00:44:11-08:00
documentation
PRO PIPE
is_lateral_inspection
false