Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 2, 2016, 07:40 AM

  • 18 0730_18 0729_20160503_005209.mp4

Date
05/02/2016
W/O
568699
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00706
PipeID
P14583
Time
12:40 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3359
Sewer Name
18 SO WHITTIER OUTFALL TR, SECTS 1,2,3,&4
City
WHITTIER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
26
Purpose
Routine Assessment
Project
RFIR_WO_568699_TV18103_MAY2016
Sewer Type
GRAVITY
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Upstream MH
18 0730
Downstream MH
18 0729
Dir. of Survey
Downstream
Length Surveyed
308.5 ft.
Total Length
308.5 ft.
Structural Index
4
Structural Quick
5231
Structural Rating
15
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
15
Pipe schematic from manhole 18 0730 to 18 0729
MH: 18 0730MH: 18 0729downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 07300 ft. MGO - General Observation - LATERAL AT MH 3 OCLOCK0 ft. MWL - Water Level, 20 %of cross sectional area2.7 ft. MGO - General Observation - MAG COAT 5%2.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start8.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start109.9 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"221.4 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO233.4 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start268.8 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"305.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish305.1 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish305.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish308.5 ft. MGO - General Observation - LATERAL AT MH 9 OCLOCK308.5 ft. AMH - Downstream Manhole, Survey Ends - 18 0729

Observation photos (5)

  • General Observation - MAG COAT 5%

    2.7 ft. - General Observation - MAG COAT 5%

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2.7 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    8.7 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO

    221.4 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start

    233.4 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start

All inspections of P14583Work order 568699

Observations (16)

DistanceCodeObservation
308.5MGOLATERAL AT MH 9 OCLOCK
268.8TFA—
2.7MGOMAG COAT 5%
305.1SSS—
2.7SSS—
8.7SAP—
221.4SRV—
0MWM—
0AMH18 0730
0MGOLATERAL AT MH 3 OCLOCK
109.9TF—
233.4SRV—
305.1SRV—
308.5AMH18 0729
305.1SAP—
0MWL—

Properties (4)

additional_info
SC300356
custom_field_two
2
customer
LACSD
datetime
2016-05-02T00:40:13-07:00