HomeMy WebLinkAbout20023-SI-08-28-2020 DFA sfProject Name:
Project Number:
Client:
Contractor:Date:
Weather:
Time start:
Temperature:
Time End:
Concrete Reinforcement
Concrete Placment
Epoxy Bolt/ Anchors
Post Tensioned Concrete
Masonry Reinforcement Structural Steel Spray-Applied Fireproofing
Masonry Grout Placement
High Strength Grout
Earthwork Inspection
Welding
High Strength Bolting
Cold Weather Concrete
Roads/ Utilities
Other
Daily Field Diary
Observations, Items, and Locations
Deficiencies:
Reviewed By:Certification #:
Page 1 of 2
NoYes
°F
Description: Description: Description:
4103 E 605 N Suite 1 Rigby, ID 83442 208.970.6237 www.connectengr.com
Inspected By:
MACU Call Center
20023
Big-D Constuction
Mill's Concrete 08-28-2020
Sunny
4:15 AM
45
8:30 AM
●
●
I arrived on site at approximately 4:30 AM. I observed that the contractor had prepared the second floor for
the concrete pour. I observed that there was rebar at each welding seam in the decking. I also observed
that there was rebar around the perimeter of the inner part of the foundation walls. The mix contained micro
fiber threads to add strength to it.
I tested the first and sixth trucks and I stayed for the duration of the pour. The slump was slightly higher
than the specifications for the sixth truck. I informed the contractor of these results and he decided to keep
it anyway.
Digitally signed by Jacob P Christensen
Date: 2020.09.01 09:35:23 -06'00'8129697
●
Rebar and decking before pour Rebar and decking before pour
D. Aust
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments: