Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 1, 2017, 08:29 AM

  • Section#1_B 0004_B 0003__1212017__G6874.mp2

Date
12/01/2017
W/O
0672781
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00072
PipeID
P08514
Time
12:29 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6874
Sewer Name
B JOINT OUTFALL B - UNIT 1A
City
CARSON
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
16
Purpose
Capital Improvement Program Assesment
Project
20171201MDM_JOINT_OUTFALL_B_UNIT_1A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
144 in.
Upstream MH
B 0003
Downstream MH
B 0004
Dir. of Survey
Upstream
Length Surveyed
330.9 ft.
Total Length
330.9 ft.
Structural Index
4
Structural Quick
5L4L
Structural Rating
797
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
802
Pipe schematic from manhole B 0003 to B 0004
MH: B 0003MH: B 0004upstream0 ft. AMH - Upstream Manhole, Survey Ends(INSPECTION COMPLETED REVERESE INSPECTION ZOOM 330') - 1:00AM(COMPLETED REVERSE INSPECTION ZOOM 330'0.7 ft. MGO - General Observation - MAG COAT 100% FINISH0.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish0.7 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish0.7 ft. SAM - Surface Aggregate Missing, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish230.9 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR HANGING IN FLOW328.9 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING REBAR328.9 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT328.9 ft. SAM - Surface Aggregate Missing, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT330.9 ft. AMH - Downstream Manhole, Survey Begins - 12:45AM330.9 ft. MWL - Water Level, 80 %of cross sectional area330.9 ft. MWM - Water Mark, 80 %of cross sectional area330.9 ft. MGO - General Observation - MAG COAT 100% START 10:00 TO 2:00

Observation photos (5)

  • General Observation - MAG COAT 100% START 10:00 TO 2:00

    0 ft. - General Observation - MAG COAT 100% START 10:00 TO 2:00

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING REBAR

    2 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING REBAR

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

    2 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

  • Surface Aggregate Missing, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

    2 ft. - Surface Aggregate Missing, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR HANGING IN FLOW

    100 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR HANGING IN FLOW

All inspections of P08514Work order 0672781

Observations (13)

DistanceCodeObservation
2SRCBROKEN MISSING REBAR
0AMH12:45AM
330.9AMH1:00AM(COMPLETED REVERSE INSPECTION ZOOM 330'
330.2MGOMAG COAT 100% FINISH
2SAPSEVERE AGG UNDER MAG COAT
330.2SRC—
0MWL—
0MWM—
330.2SAP—
0MGOMAG COAT 100% START 10:00 TO 2:00
330.2SAM—
100SRCBROKEN MISSING REBAR HANGING IN FLOW
2SAMSEVERE AGG UNDER MAG COAT

Properties (5)

custom_field_three
BROKEN MISSING REBAR HANGING IN FLOW
custom_field_two
1
customer
LACSD
datetime
2017-12-01T00:29:46-08:00
year_laid
20010208