Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 4, 2018, 05:09 PM

  • 08 0472_08 0606_942018_103942.mp4

Date
09/04/2018
W/O
0717855
Weather
Dry
Operator/Surveyor
SHADLER
Sewer ID
Z00026
PipeID
P00529
Time
10:09 AM
Certificate
U-415-06024035
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7799
Sewer Name
08 216TH STREET TRUNK
City
CARSON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
10
Purpose
Capital Improvement Program Assesment
Project
2018_09_04_KS_216TH_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
08 0472
Downstream MH
08 0606
Dir. of Survey
Downstream
Length Surveyed
16.7 ft.
Total Length
16.7 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
10
Pipe schematic from manhole 08 0472 to 08 0606
MH: 08 0472MH: 08 0606downstream0 ft. AMH - Upstream Manhole, Survey Begins - 10:26 AM0.1 ft. MWL - Water Level, 30 %of cross sectional area0.1 ft. MWM - Water Mark, 35 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. MMC - Material Change, Clay tile (not vitrified clay) - CLAY TILE / START2 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 50% MAG COAT2 ft. MGO - General Observation - POSSIBLE TILE LINE2 ft. MGP - General Photograph10.7 ft. MMC - Material Change, Reinforced concrete pipe - START10.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start10.7 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start10.7 ft. MMC - Material Change, Clay tile (not vitrified clay) - CLAY TILE / ENDS12.2 ft. MGP - General Photograph - BROKEN REINFORCEMENT12.6 ft. MMC - Material Change, Clay tile (not vitrified clay)14.6 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish14.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish14.6 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish14.6 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 50% MAG COAT16.7 ft. AMH - Downstream Manhole, Survey Ends - 11:16 AM

Observation photos (10)

  • 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

  • Material Change, Clay tile (not vitrified clay) - CLAY TILE / START

    2 ft. - Material Change, Clay tile (not vitrified clay) - CLAY TILE / START

  • Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 50% MAG COAT

    2 ft. - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 50% MAG COAT

  • General Observation - POSSIBLE TILE LINE

    2 ft. - General Observation - POSSIBLE TILE LINE

  • General Photograph

    2 ft. - General Photograph

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

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

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

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

  • Material Change, Clay tile (not vitrified clay) - CLAY TILE / ENDS

    10.7 ft. - Material Change, Clay tile (not vitrified clay) - CLAY TILE / ENDS

  • General Photograph - BROKEN REINFORCEMENT

    12.2 ft. - General Photograph - BROKEN REINFORCEMENT

  • Material Change, Clay tile (not vitrified clay)

    12.6 ft. - Material Change, Clay tile (not vitrified clay)

All inspections of P00529Work order 0717855

Observations (19)

DistanceCodeObservation
2SSS—
10.7MMCSTART
12.6MMC—
10.7SAV—
14.6SAV—
2MMCCLAY TILE / START
2SZ50% MAG COAT
14.6SSS—
0.1MWL—
2MGOPOSSIBLE TILE LINE
10.7SRV—
0AMH10:26 AM
10.7MMCCLAY TILE / ENDS
12.2MGPBROKEN REINFORCEMENT
2MGP—
14.6SRV—
16.7AMH11:16 AM
14.6SZ50% MAG COAT
0.1MWM—

Properties (4)

customer
LACSD
datetime
2018-09-04T10:09:08-07:00
documentation
SHADLER, FRANKLIN, IGNACIO, VENDRYES
is_lateral_inspection
false