Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 18, 2016, 08:13 AM
Date
04/18/2016
W/O
0557617
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01124
PipeID
P13722
Time
1:13 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G6692
Sewer Name
B JOINT OUTFALL B - UNIT 6G
City
ALHAMBRA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
02
Purpose
Routine Assessment
Project
20160415MDM_JOINT_OUTFALL_B_UNIT_6G
Material
NRCP
Shape
Circular
Height
36 in.
Upstream MH
B 1097
Downstream MH
B 1096
Dir. of Survey
Downstream
Length Surveyed
846.8 ft.
Total Length
846.8 ft.
Structural Index
3
Structural Quick
523š
Structural Rating
1369
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
Overall Rating
1369
Pipe schematic from manhole B 1097 to B 1096
MH: B 1097MH: B 1096downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MGO - General Observation - MH CONN ACTIVE 3:000 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:30AM2 ft. MGO - General Observation - MG COAT 85% START 9:00 TO 5:002 ft. SAP - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SAP - Surface Aggregate Projecting, from 09 to 10 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG55.1 ft. SAP - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG103.1 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG217.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB251.1 ft. SAV - Surface Aggregate Visible, from 12 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG281.1 ft. MGO - General Observation - RUST STAINES ON CONCRETE FROM CIRCUM REBAR296.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC UNDER MAG COAT326.5 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN602.3 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG612 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN628.4 ft. SAP - Surface Aggregate Projecting, from 09 to 10 o'clock, within 8 inches of joint: YES - SEVERE AGG635.4 ft. RPZ - Repair Other, within 8 inches of joint: YES - POSSIBLE REPAIR 2:00 3" X3"635.4 ft. MGP - General Photograph - 3" X3" POSSIBLE REPAIR636.4 ft. SMW - Surface Missing Wall, at 03 o'clock, within 8 inches of joint: NO - 2" X2" POSSIBLE SOIL VISIBLE-POSSIBLE REPAIR636.4 ft. SMW - Surface Missing Wall, at 03 o'clock, within 8 inches of joint: NO, 8" - 2" X2" POSSIBLE REPAIR639.6 ft. TFC - Tap Factory Made Capped, at 03 o'clock, -, within 8 inches of joint: YES, 8" - STUB725.6 ft. TFC - Tap Factory Made Capped, at 03 o'clock, -, within 8 inches of joint: NO, 8" - STUB811.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN846.1 ft. SAP - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG846.1 ft. MGO - General Observation - MAG COAT 85% FINISH846.1 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG846.1 ft. SAP - Surface Aggregate Projecting, from 09 to 10 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG846.8 ft. AMH - Downstream Manhole, Survey Ends - 3:40AM

Observation photos (14)

  • General Observation - MG COAT 85% START 9:00 TO 5:00

    2 ft. - General Observation - MG COAT 85% START 9:00 TO 5:00

  • Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 09 to 10 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 09 to 10 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

    55.1 ft. - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG

    103.1 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Aggregate Visible, from 12 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

    251.1 ft. - Surface Aggregate Visible, from 12 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • General Observation - RUST STAINES ON CONCRETE FROM CIRCUM REBAR

    281.1 ft. - General Observation - RUST STAINES ON CONCRETE FROM CIRCUM REBAR

  • Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN

    326.5 ft. - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

    602.3 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Aggregate Projecting, from 09 to 10 o'clock, within 8 inches of joint: YES - SEVERE AGG

    628.4 ft. - Surface Aggregate Projecting, from 09 to 10 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Repair Other, within 8 inches of joint: YES - POSSIBLE REPAIR 2:00 3" X3"

    635.4 ft. - Repair Other, within 8 inches of joint: YES - POSSIBLE REPAIR 2:00 3" X3"

  • General Photograph - 3" X3" POSSIBLE REPAIR

    635.4 ft. - General Photograph - 3" X3" POSSIBLE REPAIR

  • Surface Missing Wall, at 03 o'clock, within 8 inches of joint: NO - 2" X2" POSSIBLE SOIL VISIBLE-POSSIBLE REPAIR

    636.4 ft. - Surface Missing Wall, at 03 o'clock, within 8 inches of joint: NO - 2" X2" POSSIBLE SOIL VISIBLE-POSSIBLE REPAIR

  • Surface Missing Wall, at 03 o'clock, within 8 inches of joint: NO, 8" - 2" X2" POSSIBLE REPAIR

    636.4 ft. - Surface Missing Wall, at 03 o'clock, within 8 inches of joint: NO, 8" - 2" X2" POSSIBLE REPAIR

Observations (29)

DistanceCodeObservation
811.2TBOPEN
2MGOMG COAT 85% START 9:00 TO 5:00
281.1MGORUST STAINES ON CONCRETE FROM CIRCUM REBAR
612TFOPEN
55.1SAPSEVERE AGG
636.4SMW2" X2" POSSIBLE SOIL VISIBLE-POSSIBLE REPAIR
326.5TFOPEN
217.4TFCSTUB
846.8AMH3:40AM
639.6TFCSTUB
0MWM
0MGOMH CONN ACTIVE 3:00
0MWL
2SAPSEVERE AGG
251.1SAVSEVERE AGG
846.1SAPSEVERE AGG
846.1MGOMAG COAT 85% FINISH
103.1SAVSEVERE AGG
725.6TFCSTUB
635.4RPZPOSSIBLE REPAIR 2:00 3" X3"
628.4SAPSEVERE AGG
296.4SAVSEVERE AGG SPORATIC UNDER MAG COAT
602.3SAVSEVERE AGG
636.4SMW2" X2" POSSIBLE REPAIR
0AMH2:30AM
846.1SAVSEVERE AGG
635.4MGP3" X3" POSSIBLE REPAIR
846.1SAPSEVERE AGG
2SAPSEVERE AGG

Properties (6)

custom_field_three
SEVERE AGG -2" AREA & 3" AREA POSSIBLE REPAIR
custom_field_two
2
customer
LACSD
datetime
2016-04-18T01:13:12-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false