Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 18, 2020, 08:20 AM

  • C 0086_C 0085_9182020_012806.mp4

Date
09/18/2020
W/O
0834128
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00122
PipeID
P09553
Time
1:20 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1567
Sewer Name
C JOINT OUTFALL C - UNIT 3C
City
LONG BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
23
Purpose
Capital Improvement Program Assesment
Project
20200915MDM_JOINT_OUTFALL_C_UNIT_3C
Material
Reinforced Concrete Pipe
Shape
Circular
Height
60 in.
Upstream MH
C 0086
Downstream MH
C 0085
Dir. of Survey
Downstream
Length Surveyed
1079.7 ft.
Total Length
1079.7 ft.
Structural Index
2
Structural Quick
2300
Structural Rating
6
O&M Index
2
O&M Quick
3124
O&M Rating
11
Overall Index
2
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole C 0086 to C 0085
MH: C 0086MH: C 0085downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:35AM2 ft. MGO - General Observation - 80% MAG COAG COAT START2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE12 ft. IW - Infiltration Weeper, from 09 to 03 o'clock, within 8 inches of joint: YES66 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE196.3 ft. SSS - Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE401.3 ft. IW - Infiltration Weeper, from 12 to 03 o'clock, within 8 inches of joint: YES653.3 ft. ID - Infiltration Dripper, at 10 o'clock, within 8 inches of joint: YES796.9 ft. IW - Infiltration Weeper, from 09 to 10 o'clock, within 8 inches of joint: YES876.3 ft. IW - Infiltration Weeper, from 09 to 10 o'clock, within 8 inches of joint: YES1079.2 ft. MGO - General Observation - DEBRIE ON CABLE LESS1079.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE1079.2 ft. MGO - General Observation - 80% MAG COAT FINISH1079.7 ft. AMH - Downstream Manhole, Survey Ends - 2:35AM

Observation photos (5)

  • General Observation - 80% MAG COAG COAT START

    2 ft. - General Observation - 80% MAG COAG COAT START

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

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

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE

    66 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE

  • Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

    196.3 ft. - Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

  • General Observation - DEBRIE ON CABLE LESS

    1079.2 ft. - General Observation - DEBRIE ON CABLE LESS

All inspections of P09553Work order 0834128

Observations (16)

DistanceCodeObservation
0MWL—
876.3IW—
2MGO80% MAG COAG COAT START
796.9IW—
1079.2MGODEBRIE ON CABLE LESS
12IW—
653.3ID—
1079.7AMH2:35AM
0MWM—
401.3IW—
66SSSBLISTERING CONCRETE
0AMH1:35AM
196.3SSSBLISTERING PEELING CONCRETE
1079.2SSSBLISTERING PEELING CONCRETE
1079.2MGO80% MAG COAT FINISH
2SSSBLISTERING PEELING CONCRETE

Properties (4)

customer
LACSD
datetime
2020-09-18T01:20:09-07:00
documentation
MARTIN,OLIVER 111,BARR,CASTILLO
is_lateral_inspection
false