Report_3c_Bridge_Inspection_STR_5530-001T_(02-23-2016).pdf

INTERIM INSPECTION REPORT

(FREQUENCY OF INSPECTION LESS THAN 2 YEARS)

Structure No.:

Date of Interim Inspection:

Field Inspection Team:

�� No disqualifying changes in the structural condition were observed, and all items listed below are true. If any of the following items are not true, complete a full inspection report.

� No change in Priority of Improvement.

� No significant changes in main element condition codes.

� No significant changes in scour condition.

� No new recommended work required.

Significant Changes or Improvements (If Any):

Additional Notes:

SIGNATURE OF FIELD TEAM LEADER DATE

Note: Please attach photos and place report in main structure file. Return field copy to Field Copy file.

P:\USR\BIP\Handbooks,Guidance,Policy\Checklists&Forms\Interim Inspection Report Form.com

5530-001T

02/23/2016

Phillip Boinske, Ashley Martin

Visually the concrete outside of the reinforcing is continuing to spall and expose additional rebar. The internal concrete sounded solid with no additional delamination. The rebar continues to deteriorate at a slow rate.

Visually the concrete outside of the reinforcing is continuing to spall and expose additional rebar. The internal concrete sounded solid with no additional delamination. The rebar continues to deteriorate at a slow rate.

PHILLIP C

BOINSKE JR

Digitally signed by PHILLIP C BOINSKE JR DN: c=US, o=U.S. Government, ou=DOT FHWASterlingVA, ou=FHWA FHWASterlingVA, cn=PHILLIP C BOINSKE JR Date: 2016.02.29 11:30:51 -05'00'

02/29/2016

INTERIM INSPECTION REPORT

(FREQUENCY OF INSPECTION LESS THAN 2 YEARS)

Structure No.:

Date of Interim Inspection:

Field Inspection Team:

�� No disqualifying changes in the structural condition were observed, and all items listed below are true. If any of the following items are not true, complete a full inspection report.

� No change in Priority of Improvement.

� No significant changes in main element condition codes.

� No significant changes in scour condition.

� No new recommended work required.

Significant Changes or Improvements (If Any):

Additional Notes:

SIGNATURE OF FIELD TEAM LEADER

DATE

Note: Please attach photos and place report in main structure file. Return field copy to Field Copy file.

P:\USR\BIP\Handbooks,Guidance,Policy\Checklists&Forms\Interim Inspection Report Form.com

5530-001T

09/6/2016

Christopher Negley, Ashley Martin

Some additional spalling and delamination has occurred outside of the reinforcing steel on the North Pier since the previous interim inspection on 2/23/2016. The concrete within the reinforcing steel sounded solid and has no delamination or spalling. The exposed reinforcing steel continues to deteriorate at a slow rate.

CHRISTOPHER

W NEGLEY

Digitally signed by CHRISTOPHER W NEGLEY DN: c=US, o=U.S. Government, ou=DOT FHWASterlingVA, ou=FHWA FHWASterlingVA, cn=CHRISTOPHER W NEGLEY Date: 2016.09.26 09:29:33 -04'00'

09/26/2016

WEST COLUMN, NORTH PIER (2/26/2015) WEST COLUMN, NORTH PIER (9/6/2016)

SPALLING/EXPOSED REBAR AT SOUTH

FACE OF NORTH PIER NEAR WEST SIDE

BEARING AREA (2/26/2015)

SPALLING

(9/6/2016)

SPALLING AT BASE OF EAST COLUMN,

NORTH PIER (2/26/2015)

SPALLING AT BASE OF EAST

COLUMN, NORTH PIER (9/6/2016)

DECK COVERED WITH ANTI-SKID

MATERIAL (2/26/2015)

DECK COVERED WITH ANTI-SKID

MATERIAL (9/6/2016)