periodic field observation report

PERIODIC FIELD OBSERVATION REPORT

Project: _Two-Storey Academic Bldg__ Report Number:: _____1_______________Owner: _NDDU – IBED Espina________ Date:_____Sept. 17, 2013______________Re: _Field Observation Report________ Time:_____6:40-8:40__________________

Weather Site Conditions Day

Clear Clear Monday Overcast Muddy Tuesday Rain Dusty Wednesday Foggy _______ Thursday Cold Temperature Range Friday Warm _____________ __________

Hot______________________________________________________________________________ Persons Contacted:

Bro. NinoEngr. Faisal Kusain______________________________________________________________________________Work Observed:

Setting of Steel DeckSetting of slab reinforcement______________________________________________________________________________Items Discussed:

Request for set of plan and specificationsCurrent work done: setting of steel deck for slab and slab reinforcement.Specifications of steel used in construction.Slab concreting on the second floor is expected on September 25.______________________________________________________________________________Remarks:

This is the first field visit on site of the construction project.The construction is on-going for two months now, starting on July 15, 2013, according to the project Engineer on site. The project is contracted for P25.5 M , 10-month period.

Attachments:______________________________________________________________________________Signed By: Date:_____________________________________________________________________________Copies: Owner A/E Contractor Consultants __________ File


Project: _Two-Storey Academic Bldg__ Report Number:: _____2_______________Owner: _NDDU – IBED Espina________ Date:_____Sept. 19, 2013______________Re: _Field Observation Report________ Time:_____3:00______________________




Engr. Faisal Kusain

______________________________________________________________________________Work Observed:

Setting of slab reinforcementSlab reinforcement is 10mmø both for one-way and two-way slabs. The 12mmø as per plan was erroneously written, instead, it should be 10mmø as mentioned by Engr. Kusain

______________________________________________________________________________Items Discussed:

Current work done: setting of steel deck for slab and slab reinforcement.Specifications of steel deck used, 0.80mm thickness.Slab reinforcement is 10mmø both for one-way and two-way slabs and not 12mmø.The number of reinforcing steel bars for columns 1-3.______________________________________________________________________________Remarks:

Eskumbro soil type is on-site for back-filling.







Engr. Faisal Kusain

______________________________________________________________________________Work Observed:

Setting of slab reinforcementElectrical-setting for electrical connectionsStart of back-filling for a portion of the natural ground line.

______________________________________________________________________________Items Discussed:

______________________________________________________________________________Remarks:







Engr. Faisal Kusain

______________________________________________________________________________Work Observed:

Electrical-setting for electrical connectionsSetting of slab reinforcement

______________________________________________________________________________Items Discussed:

______________________________________________________________________________Remarks:



Project: _Two-Storey Academic Bldg__ Report Number:: _____5_______________Owner: _NDDU – IBED Espina________ Date:_____Sept. 25, 2013______________Re: _Field Observation Report________ Time:_____9:30__________________




Engr. Faisal Kusain

______________________________________________________________________________Work Observed:

Pouring / Concreting of Second Floor Slab

______________________________________________________________________________Items Discussed:

Specifications of steel used in construction.Specifications of premix concrete for slab concreting on the second floor (14 days, 3000 psi)

______________________________________________________________________________Remarks:







Leadman Joel Mabagat

______________________________________________________________________________Work Observed:

Setting of Steel Deck/Reinforcement for the remaining portion of second floor slab Setting of column reinforcements for second floorSetting of forms for second floor columns.

______________________________________________________________________________Items Discussed:

______________________________________________________________________________Remarks:







Leadman Joel Mabagat

______________________________________________________________________________Work Observed:

Setting of Steel Deck/Reinforcement for the remaining portion of second floor slab Setting of column reinforcements for second floorSetting of forms for second floor columns.

______________________________________________________________________________Items Discussed:Splicing of column reinforcements______________________________________________________________________________Remarks:

The following items were counter-checked by actual measuring/counting:

a. The dimensions of columnsb. The diameter and the number of reinforcing steel bars for columns.c. The dimensions of : hallway and classrooms


periodic field observation report

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