HomeMy WebLinkAboutCONCRETE REPORT 13 - 23-00046 - 240 E Moody - Wendy's - New BuildingSpecimen
Number
Test
Age Days
Test
Date
Field / Lab
Cure Days
Average Cylinder
Diameter (in)
Cylinder
Area (in²)
Max Load
(lbs)
Strength
(psi)
Fracture
Type
Break
Remark
Capping
Method
7-1 7 06/16/23 1 / 6 4.00 12.57 37,600 2,990 5 P
7-2 28 07/07/23 1 / 27 4.00 12.57 53,350 4,240 5 P
7-3 56 08/04/23 1 / 55
7-4 56 08/04/23 1 / 55
7-5 56 H 08/04/23 1 / 55
Test Age Average Strengths (psi): 7 Day - 2990, 28 Day - 4240
Tested By: Pedro Duarte de Oliveira (1), Daniel Webb (2)
Checked In : 06/10/2023 (1,2,3,4,5)
Capping Methods
P: Un-bonded Caps of Concrete
Cylinders (ASTM C1231)
Set #:7
Specimen Size:4" X 8"
Specimens In Set:5
Truck / Ticket #:573002 / 79116860
Contractor:Construction
solutions/IMC
Technician:Wielang, Andrew
Cast By:Wielang, Andrew
Date Cast:06/09/23
Sampled From:Chute
Placement Method:Chute
Sample Details
Batched:09:27 MDT
Sampled:10:26 MDT
Cast:10:39 MDT
Truck Empty:11:05 MDT
Placement Time:98 (min)
Placement Location:Sidewalk
Location Details:Sidewalk on E and W side of building.
Sample Location / Notes:Sidewalk on E side of building
Batch Log
Strength:4500 (psi)
Air:4 - 7 (%)
Slump:4 - 6 (in)
Specifications
Supplier:Idaho Materials and
Construction (IMC)
Plant:Willow creek
Mix Design:3326104
On-Site Admixtures: None
Location
Field Measurements
Plastic Unit Weight:140.0 (lb/ft³) (ASTM C138)
Air Content:6.8 (ASTM C231)
Load Volume:7.75 (yd³)
Weather:Sunny Slump (in):6 (ASTM C143)
Air Temperature (F):73 Concrete Temp (F):72 (ASTM C1064)
Lab Test Results
Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401
General Remarks
Josh from Construction Solutions was informed of results, emailed all approved recipients. Gear used 5489
NOTICE: Our firm¶s professionals are represented on site solely to observe operations of the contractor identified, to form opinions
about the adequacy of those operations, and to report those opinions to our client. The presence and activities of our field
representatives do not relieve any contractor from its obligation to meet contractual requirements. No one except our client may rely
on our findings and opinions. The contractor retains sole responsibility for site safety and the methods, operations, and sequences of
construction.
For SFHP Project:
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Client:
Classic Foods, Inc.
Idaho Falls, ID 83402
1585 N. Skyline Drive
Project:
Wendy's - Rexburg, Moody Rd & N. 2nd E.,
Rexburg, ID
E230566l
Rexburg, ID 83440
240 E Moody Road
43.854507, -111.776561
Compressive Strength of Concrete
Test Method: ASTM C 39
Sample: 12654
Atlas Technical Consultants, LLC - Idaho
Falls
1753 E Precision Drive
Idaho Falls, ID 83402
Phone: (208) 529-8242
Report Date: 07/07/2023