HomeMy WebLinkAboutSPECIAL CONCRETE INSPECTION 32 - 19-00727 - Spori Annex - Ceramic & Sculpture LabsProject 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:
Spori Annex and Parking Lot
20014A
BYU - Idaho
Mills Conrete 4-13-2020
Clear and Cold
7:30 AM
20
10:30 AM
I arrived on Site and started my observations of the concrete Reinforcement and Placement of Footings.
Elevation, Footings. Between Grid lines 1-6 on the North End, as well as 1-1.2 and B-G on the East side.
I observed the Reinforcement to be in general conformance to project documents. I observed the
placement of Concrete through out the duration of the Pour, I observed the contractor consolidate the
concrete. Two sets of tests were done on the concrete. The first truck had the wrong Mix design, the
contractor was notified and adjustments were made. The last two had correct mix but wrong tickets. I
observed the placement was in general conformance to project documents.
Digitally signed by Jacob P Christensen
Date: 2020.04.14 11:20:54 -06'00'8129697
Reinforcement NE corner Reinforcement North side between Grid
lines 1.2 - 2
Reinforcement Gridlines 1-1.2 and B
J. Christensen
Page 2 of 2
Description: Description:
Description: Description:
Additional Comments:
Reinforcement grid line 5.8-6 and G Concrete Placement Finish. Grid line 1-1.2 and F-G