Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 7, 2021, 07:25 AM

  • 05 1299_05 1294_472021_004115.mp4

Date
04/07/2021
W/O
0880700
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00452
PipeID
P06513
Time
12:25 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1766
Sewer Name
05 GRAMERCY PLACE TRUNK, SECTION 3
City
GARDENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
21
Purpose
Capital Improvement Program Assesment
Project
20210406MDM_GRAMERCY_PLACE_TRUNK_SECTION_3
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
05 1299
Downstream MH
05 1294
Dir. of Survey
Downstream
Length Surveyed
200.6 ft.
Total Length
200.6 ft.
Structural Index
2
Structural Quick
3223
Structural Rating
12
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole 05 1299 to 05 1294
MH: 05 1299MH: 05 1294downstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:45AM0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 90% START2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT60.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT159.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE197 ft. SAP - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG197 ft. SAP - Surface Aggregate Projecting, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG200 ft. MGO - General Observation - MAG COAT 90% FINISH200 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active200 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE UNDER MAG COAT200.6 ft. AMH - Downstream Manhole, Survey Ends - 1:05AM

Observation photos (6)

  • General Observation - MAG COAT 90% START

    2 ft. - General Observation - MAG COAT 90% START

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT

    60.1 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    159.5 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    197 ft. - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Projecting, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG

    197 ft. - Surface Aggregate Projecting, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG

All inspections of P06513Work order 0880700

Observations (13)

DistanceCodeObservation
197SAPSEVERE AGG
200MGOMAG COAT 90% FINISH
0AMH12:45AM
0MWL—
60.1SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
200MGOConn. @ Mh, 9 O' Clock. Active
200.6AMH1:05AM
159.5SSSPEELING CONCRETE
197SAPSEVERE AGG
200SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
0MWM—
2MGOMAG COAT 90% START
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT

Properties (6)

custom_field_three
SEVERE AGG PROJECTING 1 AREA-90% MAG COAT
custom_field_two
3
customer
LACSD
datetime
2021-04-07T00:25:50-07:00
documentation
MARTIN,OLIVER 111,CASTILLO,RUVALCABA
is_lateral_inspection
false