Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 1, 2017, 08:32 AM

  • Section#2_B 0003_B 0002__1212017__G6874.mp2

Date
12/01/2017
W/O
0672781
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00072
PipeID
P08513
Time
12:32 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 0002
Dir. of Survey
Downstream
Length Surveyed
250.5 ft.
Total Length
250.5 ft.
Structural Index
4
Structural Quick
5J4I
Structural Rating
635
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
640
Pipe schematic from manhole B 0003 to B 0002
MH: B 0003MH: B 0002downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:40AM0 ft. MWM - Water Mark, 80 %of cross sectional area0 ft. MWL - Water Level, 80 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING REBAR2 ft. MGO - General Observation - MAG COAT 100% START 10:00 TO 2:002 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT2 ft. SAM - Surface Aggregate Missing, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT21.9 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR100 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR102.1 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 10" - ACTIVE110.1 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - PEELING REBAR126.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO150.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR250 ft. SAM - Surface Aggregate Missing, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG UNDER MAG COAT250 ft. MGO - General Observation - ZOOM 150' TO 250'250 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - BROKEN MISSING REBAR250 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG UNDER MAG COAT250 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO250 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO250.5 ft. MSA - Survey Abandoned - 2:10AM(BROKEN REBAR IN FLOW

Observation photos (12)

  • 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

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

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

  • 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

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

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

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

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - PEELING REBAR

    110.1 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - PEELING REBAR

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

    126.7 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

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

    150.7 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR

  • General Observation - ZOOM 150' TO 250'

    250 ft. - General Observation - ZOOM 150' TO 250'

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

    250 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

    250 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

All inspections of P08513Work order 0672781

Observations (20)

DistanceCodeObservation
100SRCBROKEN MISSING REBAR
2SRCBROKEN MISSING REBAR
0AMH1:40AM
250SAMSEVERE AGG UNDER MAG COAT
0MWM—
2MGOMAG COAT 100% START 10:00 TO 2:00
250MGOZOOM 150' TO 250'
250SRCBROKEN MISSING REBAR
250SAPSEVERE AGG UNDER MAG COAT
0MWL—
110.1SRCPEELING REBAR
250.5MSA2:10AM(BROKEN REBAR IN FLOW
150.7SRCBROKEN REBAR
2SAPSEVERE AGG UNDER MAG COAT
250SRC—
2SAMSEVERE AGG UNDER MAG COAT
102.1TFACTIVE
126.7SRC—
21.9SRCBROKEN MISSING REBAR
250SRC—

Properties (2)

customer
LACSD
datetime
2017-12-01T00:32:27-08:00