Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 14, 2019, 08:58 AM

  • A 0305_A 0304_5142019_043108.mp4

Date
05/14/2019
W/O
0767441
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00325
PipeID
P08215
Time
1:58 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1210
Sewer Name
A JOA-1A SAN JOSE CREEK WRP INTERCEPTOR
City
WHITTIER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
29
Purpose
Capital Improvement Program Assesment
Project
20190514MDM_JOA_1A_SAN_JOSE_CREEK_WRP_INTERCEPTOR
Material
Reinforced Concrete Pipe
Shape
Circular
Height
63 in.
Upstream MH
A 0305
Downstream MH
A 0304
Dir. of Survey
Downstream
Length Surveyed
1060.9 ft.
Total Length
1060.9 ft.
Structural Index
3
Structural Quick
5241
Structural Rating
22
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
22
Pipe schematic from manhole A 0305 to A 0304
MH: A 0305MH: A 0304downstream0 ft. AMH - Upstream Manhole, Survey Begins - 4:35AM0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 30 %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. MGO - General Observation - 99% MAG COAT START16 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE159.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCR4ETE804.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT1056.7 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR CORRODED MISSING1056.7 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR CORRODED MISSING1056.7 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG1060.5 ft. MGO - General Observation - VEIW DOWN LEG SIPHON1060.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE UNDER MAG COAT1060.5 ft. MGO - General Observation - 99% MAG COAT FINISH1060.5 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG1060.5 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish - CIRCUM REBAR CORRODED MISSING1060.9 ft. AMH - Downstream Manhole, Survey Ends - 5:30AM

Observation photos (8)

  • 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 - 99% MAG COAT START

    2 ft. - General Observation - 99% MAG COAT START

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

    16 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCR4ETE

    159.5 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCR4ETE

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT

    804.7 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR CORRODED MISSING

    1056.7 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR CORRODED MISSING

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR CORRODED MISSING

    1056.7 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR CORRODED MISSING

  • General Observation - VEIW DOWN LEG SIPHON

    1060.5 ft. - General Observation - VEIW DOWN LEG SIPHON

All inspections of P08215Work order 0767441

Observations (17)

DistanceCodeObservation
2SSSBLISTERING PEELING CONCRETE
0AMH4:35AM
1056.7SRCCIRCUM REBAR CORRODED MISSING
16SSSBLISTERING PEELING CONCRETE
1060.5MGOVEIW DOWN LEG SIPHON
1060.5SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
1060.5MGO99% MAG COAT FINISH
804.7SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
1060.5SAMSEVERE AGG
1056.7SRCCIRCUM REBAR CORRODED MISSING
159.5SSSBLISTERING PEELING CONCR4ETE
2MGO99% MAG COAT START
1060.5SRCCIRCUM REBAR CORRODED MISSING
0MWL—
1060.9AMH5:30AM
0MWM—
1056.7SAMSEVERE AGG

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED MISSING-95% MAG COAT
custom_field_two
1
customer
LACSD
datetime
2019-05-14T01:58:02-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false