Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 31, 2018, 08:09 AM

  • C 0219_C 0217_5312018_022916.mp4

Date
05/31/2018
W/O
0706820
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00124
PipeID
P09613
Time
1:09 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0875
Sewer Name
C JOINT OUTFALL C - UNIT 3E
City
LONG BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
14
Purpose
Capital Improvement Program Assesment
Project
20180531MDM_JOINT_OUTFALL_C_UNIT_3E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
C 0219
Downstream MH
C 0217
Dir. of Survey
Downstream
Length Surveyed
405.9 ft.
Total Length
405.9 ft.
Structural Index
2
Structural Quick
3125
Structural Rating
13
O&M Index
2
O&M Quick
2400
O&M Rating
8
Overall Index
2
Overall Quick
—
Overall Rating
21
Pipe schematic from manhole C 0219 to C 0217
MH: C 0219MH: C 0217downstream0 ft. AMH - Downstream Manhole, Survey Ends - 2:20AM0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active-OUTGOING LINE0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - ROCKS SLUDGE2 ft. MGO - General Observation - MAG COAT 90% START11.1 ft. MGO - General Observation - POSSIBLE ABANDONED MH28.9 ft. MGO - General Observation - MAG COAT 100% START111.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open124.1 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - CONCRETE197.3 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - BRICKS221 ft. MGO - General Observation - MAG COAT 90% START233.2 ft. SSS - Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT276.6 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open301.8 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE353.9 ft. MWM - Water Mark, 40 %of cross sectional area379.6 ft. SSS - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE386.5 ft. MGO - General Observation - MAG COAT 60% START391.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - BLISTERING CONCRETE398.6 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG VERY SPORATIC399.9 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE405.6 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG VERY SPORATIC405.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE405.6 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - R0CKS,SLUDGE PEELED CONCRETE405.9 ft. AMH - Upstream Manhole, Survey Begins - 1:25AM

Observation photos (14)

  • 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

  • General Observation - MAG COAT 90% START

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

  • General Observation - POSSIBLE ABANDONED MH

    11.1 ft. - General Observation - POSSIBLE ABANDONED MH

  • General Observation - MAG COAT 100% START

    28.9 ft. - General Observation - MAG COAT 100% START

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - CONCRETE

    124.1 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - CONCRETE

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - BRICKS

    197.3 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - BRICKS

  • General Observation - MAG COAT 90% START

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

  • Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT

    233.2 ft. - Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    301.8 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

    379.6 ft. - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

  • General Observation - MAG COAT 60% START

    386.5 ft. - General Observation - MAG COAT 60% START

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

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

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

    398.6 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG VERY SPORATIC

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE

    399.9 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - PEELED CONCRETE

All inspections of P09613Work order 0706820

Observations (26)

DistanceCodeObservation
221MGOMAG COAT 90% START
405.6SAVSEVERE AGG VERY SPORATIC
386.5MGOMAG COAT 60% START
0AMH2:20AM
111.8TFOpen
405.6SSSBLISTERING PEELING CONCRETE
2SSSBLISTERING PEELING CONCRETE
197.3DSZBRICKS
28.9MGOMAG COAT 100% START
2DSZROCKS SLUDGE
0MGOConn. @ Mh, 9 O' Clock. Active-OUTGOING LINE
124.1DSZCONCRETE
353.9MWM—
399.9DSZPEELED CONCRETE
276.6TFOpen
301.8SSSPEELING CONCRETE
405.9AMH1:25AM
379.6SSSBLISTERING PEELING CONCRETE
0MWM—
0MWL—
11.1MGOPOSSIBLE ABANDONED MH
398.6SAVSEVERE AGG VERY SPORATIC
391.1SSSBLISTERING CONCRETE
233.2SSSPEELING CONCRETE UNDER MAG COAT
405.6DSZR0CKS,SLUDGE PEELED CONCRETE
2MGOMAG COAT 90% START

Properties (4)

custom_field_three
SEVERE AGG VERY SPORATIC-SPALLING CONCRETE-60% MAG
custom_field_two
3
customer
LACSD
datetime
2018-05-31T01:09:29-07:00