Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 5, 2016, 07:04 AM

  • H 0585_H 0584_05052016_000430.mp4

Date
05/05/2016
W/O
568671
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00188
PipeID
P11008
Time
12:04 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3340
Sewer Name
H JOINT OUTFALL H - UNIT 8E
City
BALDWIN PARK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
19
Purpose
Routine Assessment
Project
WO_568671_TV15173_MAY2016
Sewer Type
GRAVITY
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
H 0585
Downstream MH
H 0584
Dir. of Survey
Downstream
Length Surveyed
325.3 ft.
Total Length
325.3 ft.
Structural Index
2
Structural Quick
3H2K
Structural Rating
261
O&M Index
2
O&M Quick
2L00
O&M Rating
128
Overall Index
2
Overall Quick
—
Overall Rating
389
Pipe schematic from manhole H 0585 to H 0584
MH: H 0585MH: H 0584downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 05850 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COATING 80%5.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"12.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"22.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start54.7 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"87.4 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start123.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"141.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"157 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"165.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"238.4 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"323.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish323.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish323.6 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish325.3 ft. AMH - Downstream Manhole, Survey Ends - H 0585

Observation photos (3)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

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

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

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

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

All inspections of P11008Work order 568671

Observations (19)

DistanceCodeObservation
5.5TFC—
2DAGS—
2MGOMAG COATING 80%
0AMHH 0585
141.4TFC—
323.6DAGS—
157TFC—
0MWM—
12.5TFC—
123.8TBA—
323.6SSS—
22.9SSS—
0MWL—
323.6SAP—
54.7TBA—
87.4SAP—
325.3AMHH 0585
165.4TBA—
238.4TB—

Properties (4)

additional_info
SC305617
custom_field_two
3
customer
LACSD
datetime
2016-05-05T00:04:07-07:00