Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 21, 2017, 03:39 PM

  • C 0314_C 0313A_6212017_092813.mp4

Date
06/21/2017
W/O
0630229
Weather
Dry
Operator/Surveyor
IGNACIO
Sewer ID
Z00135
PipeID
P09777
Time
8:39 AM
Certificate
PENDING
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7440
Sewer Name
C JOINT OUTFALL C - UNIT 6F
City
CERRITOS
Loc. details
Parking Lot
Location Code
G
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Capital Improvement Program Assesment
Project
20170621MI_JOINT_OUTFALL_C_UNIT_6F
Material
Reinforced Concrete Pipe
Shape
Circular
Height
15 in.
Upstream MH
C 0314
Downstream MH
C 0313A
Dir. of Survey
Downstream
Length Surveyed
380.1 ft.
Total Length
380.1 ft.
Structural Index
4
Structural Quick
5232
Structural Rating
18
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
22
Pipe schematic from manhole C 0314 to C 0313A
MH: C 0314MH: C 0313Adownstream0 ft. MGO - General Observation - ROACHES AT MH > 500 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 09:30 AM0 ft. MWL - Water Level, 20 %of cross sectional area8 ft. MGO - General Observation - MAG COAT, FROM 8 TO 4 OCLOCK, 25%8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start22.2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start78.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start128.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES136.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES137.9 ft. TFA - Tap Factory Made Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"139.9 ft. TFA - Tap Factory Made Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"163.2 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"170.7 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES205.7 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start205.8 ft. MGP - General Photograph - VISIBLE REBAR225.3 ft. MGP - General Photograph - AGGREGATE VISIBLE379.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish379.9 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish379.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish379.9 ft. MGO - General Observation - CONNECTION AT MH 9 OCLOCK, ACTIVE379.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish380.1 ft. AMH - Downstream Manhole, Survey Ends - 09:55 AM

Observation photos (11)

  • General Observation - MAG COAT, FROM 8 TO 4 OCLOCK, 25%

    8 ft. - General Observation - MAG COAT, FROM 8 TO 4 OCLOCK, 25%

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

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

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

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    78.6 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

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

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

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

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

  • Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES

    170.7 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES

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

    205.7 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • General Photograph - VISIBLE REBAR

    205.8 ft. - General Photograph - VISIBLE REBAR

  • General Photograph - AGGREGATE VISIBLE

    225.3 ft. - General Photograph - AGGREGATE VISIBLE

  • Downstream Manhole, Survey Ends - 09:55 AM

    380.1 ft. - Downstream Manhole, Survey Ends - 09:55 AM

All inspections of P09777Work order 0630229

Observations (23)

DistanceCodeObservation
22.2SAV—
380.1AMH09:55 AM
137.9TFA—
136.3DAGS—
8MGOMAG COAT, FROM 8 TO 4 OCLOCK, 25%
78.6DAGS—
163.2TFA—
8SSS—
0MGOROACHES AT MH > 50
0MWM—
0AMH09:30 AM
379.9SSS—
379.9SRV—
170.7SRV—
128.7SAP—
225.3MGPAGGREGATE VISIBLE
379.9DAGS—
379.9MGOCONNECTION AT MH 9 OCLOCK, ACTIVE
139.9TFA—
205.8MGPVISIBLE REBAR
205.7SRV—
0MWL—
379.9SAV—

Properties (3)

custom_field_two
2
customer
LACSD
datetime
2017-06-21T08:39:00-07:00