Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 31, 2019, 10:30 AM

  • Section#1_C 0374_C 0373__5312019__I0151.mp4

Date
05/31/2019
W/O
0761426
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00141
PipeID
P09837
Time
3:30 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0151
Sewer Name
C JOINT OUTFALL C - UNIT 8C
City
HAWAIIAN GARDENS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
20190531MDM_JOINT_OUTFALL_UNIT_8C
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Upstream MH
C 0374
Downstream MH
C 0373
Dir. of Survey
Downstream
Length Surveyed
529.8 ft.
Total Length
529.8 ft.
Structural Index
3
Structural Quick
5B4U
Structural Rating
735
O&M Index
2
O&M Quick
5232
O&M Rating
66
Overall Index
3
Overall Quick
—
Overall Rating
801
Pipe schematic from manhole C 0374 to C 0373
MH: C 0374MH: C 0373downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:25AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. MGO - General Observation - 30% OLD MAG COAT8.6 ft. IW - Infiltration Weeper, from 08 to 09 o'clock, within 8 inches of joint: YES8.6 ft. IW - Infiltration Weeper, from 03 to 04 o'clock, within 8 inches of joint: YES11 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG12.4 ft. IW - Infiltration Weeper, from 03 to 04 o'clock, within 8 inches of joint: YES28.7 ft. IW - Infiltration Weeper, from 03 to 04 o'clock, within 8 inches of joint: YES35.2 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES43.9 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES51.8 ft. IW - Infiltration Weeper, from 08 to 09 o'clock, within 8 inches of joint: YES59.4 ft. IW - Infiltration Weeper, from 01 to 04 o'clock, within 8 inches of joint: YES65.1 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG75.5 ft. IW - Infiltration Weeper, from 02 to 04 o'clock, within 8 inches of joint: YES83.7 ft. IW - Infiltration Weeper, from 01 to 04 o'clock, within 8 inches of joint: YES91.6 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES99.5 ft. IW - Infiltration Weeper, from 03 to 04 o'clock, within 8 inches of joint: YES203.5 ft. IW - Infiltration Weeper, from 02 to 04 o'clock, within 8 inches of joint: YES260 ft. IW - Infiltration Weeper, from 02 to 04 o'clock, within 8 inches of joint: YES267.8 ft. ID - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES269.6 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG277.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG291.4 ft. IW - Infiltration Weeper, from 02 to 04 o'clock, within 8 inches of joint: YES331.7 ft. IW - Infiltration Weeper, from 03 to 04 o'clock, within 8 inches of joint: YES347.9 ft. IW - Infiltration Weeper, from 03 to 04 o'clock, within 8 inches of joint: YES355.8 ft. IG - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES371.6 ft. IW - Infiltration Weeper, from 03 to 04 o'clock, within 8 inches of joint: YES379.7 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES387.7 ft. IW - Infiltration Weeper, from 02 to 04 o'clock, within 8 inches of joint: YES396.1 ft. IW - Infiltration Weeper, from 08 to 11 o'clock, within 8 inches of joint: YES404.7 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES412.1 ft. IW - Infiltration Weeper, from 01 to 04 o'clock, within 8 inches of joint: YES428.6 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES453.3 ft. IW - Infiltration Weeper, from 02 to 03 o'clock, within 8 inches of joint: YES462.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG483.2 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES487.4 ft. IG - Infiltration Gusher, at 08 o'clock, within 8 inches of joint: YES489.5 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR491.8 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR496.5 ft. SRC - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO, Start - LONG REBAR514.8 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR529.4 ft. MGO - General Observation - MH CONN 3:00 OPEN STOP LOG IN PLACE529.4 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG529.4 ft. MGO - General Observation - MH CONN 9:00 ACTIVE529.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE529.4 ft. SRC - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO, Finish - LONG REBAR529.4 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO, Finish - CIRCUM REBAR529.8 ft. AMH - Downstream Manhole, Survey Ends - 5:35AM

Observation photos (14)

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

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • 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 - 30% OLD MAG COAT

    2 ft. - General Observation - 30% OLD MAG COAT

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    11 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    65.1 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    269.6 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    277.3 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES

    355.8 ft. - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    462.2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Infiltration Gusher, at 08 o'clock, within 8 inches of joint: YES

    487.4 ft. - Infiltration Gusher, at 08 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR

    489.5 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    491.8 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO, Start - LONG REBAR

    496.5 ft. - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO, Start - LONG REBAR

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    514.8 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P09837Work order 0761426

Observations (51)

DistanceCodeObservation
489.5SRCCIRCUM REBAR
75.5IW—
462.2SAMSEVERE AGG
491.8SRCCIRCUM REBAR
496.5SRCLONG REBAR
396.1IW—
51.8IW—
529.4MGOMH CONN 3:00 OPEN STOP LOG IN PLACE
99.5IW—
487.4IG—
412.1IW—
83.7IW—
355.8IG—
35.2ID—
529.4SAMSEVERE AGG
529.4MGOMH CONN 9:00 ACTIVE
65.1SAMSEVERE AGG
2SAMSEVERE AGG
529.4SSSBLISTERING PEELING CONCRETE
347.9IW—
483.2IW—
267.8ID—
379.7IW—
404.7IW—
529.8AMH5:35AM
2SSSBLISTERING PEELING CONCRETE
371.6IW—
453.3IW—
514.8SRCCIRCUM REBAR
291.4IW—
12.4IW—
43.9IW—
529.4SRCLONG REBAR
8.6IW—
269.6SAMSEVERE AGG
387.7IW—
59.4IW—
260IW—
203.5IW—
331.7IW—
529.4SRCCIRCUM REBAR
0MWM—
2MGO30% OLD MAG COAT
28.7IW—
11SAMSEVERE AGG
91.6IW—
277.3SAMSEVERE AGG
428.6IW—
8.6IW—
0AMH4:25AM
0MWL—

Properties (7)

custom_field_three
LONG CIRCUM REBAR CORRODED
custom_field_two
1
customer
LACSD
datetime
2019-05-31T03:30:56-07:00
documentation
MARTIN,REVELES,OLIVER 111
is_lateral_inspection
false
year_laid
19730406