Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 10, 2019, 04:07 PM

  • H 0402_H 0401A_10102019_095833.mp4

Date
10/10/2019
W/O
0792740
Weather
Dry
Operator/Surveyor
FRANKLIN
Sewer ID
Z00177
PipeID
P22747
Time
9:07 AM
Certificate
U-415-06024039
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G8099
Sewer Name
H JOINT OUTFALL H - UNIT 5A
City
CITY OF INDUSTRY
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
02
Purpose
Capital Improvement Program Assesment
Project
20191007DF_JOINT_OUTFALL_H_UNIT_5A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
60 in.
Upstream MH
H 0402
Downstream MH
H 0401A
Dir. of Survey
Downstream
Length Surveyed
26.3 ft.
Total Length
26.3 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole H 0402 to H 0401A
MH: H 0402MH: H 0401Adownstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 9:11 AM2 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 65% MAG2 ft. DAR - Deposits Attached Ragging, 10 %of cross sectional area, 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, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start13.7 ft. MGP - General Photograph13.7 ft. MGP - General Photograph20.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish20.2 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish20.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish20.2 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 65% MAG20.2 ft. DAR - Deposits Attached Ragging, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish26.3 ft. MGO - General Observation - Peeling & Flaking Throughout The Reach26.3 ft. MGO - General Observation - Grease Throughout The Reach (5%)26.3 ft. AMH - Downstream Manhole, Survey Ends - 10:08 AM

Observation photos (7)

  • Upstream Manhole, Survey Begins - 9:11 AM

    0 ft. - Upstream Manhole, Survey Begins - 9:11 AM

  • Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 65% MAG

    2 ft. - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 65% MAG

  • Deposits Attached Ragging, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Ragging, 10 %of cross sectional area, from 08 to 04 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 Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

  • General Photograph

    13.7 ft. - General Photograph

  • General Photograph

    13.7 ft. - General Photograph

All inspections of P22747Work order 0792740

Observations (18)

DistanceCodeObservation
20.2SAP—
26.3MGOPeeling & Flaking Throughout The Reach
0MWL—
0MWM—
2SZ65% MAG
2DAR—
20.2SRC—
2SSS—
20.2SSS—
26.3MGOGrease Throughout The Reach (5%)
26.3AMH10:08 AM
13.7MGP—
0AMH9:11 AM
2SAP—
13.7MGP—
2SRC—
20.2SZ65% MAG
20.2DAR—

Properties (6)

custom_field_three
REINFORCEMENT CORRODED/AGGREGATE PROJECTING
custom_field_two
2
customer
LACSD
datetime
2019-10-10T09:07:27-07:00
documentation
FRANKLIN, IGNACIO, RUVALCABA, BRAR
is_lateral_inspection
false