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Home My WebLink AboutCOMPREHENSIVE CONCRETE 2 - 23-00222 - 125 Valley River Dr - Goodwill - Suite 201Specimen 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 1-1 7 07/13/23 / 1-2 28 08/03/23 / 1-3 28 08/03/23 / 1-4 28 08/03/23 / 1-5 28 H 08/03/23 / Set #:1 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:73 / 06196 Contractor:Trico Construction Technician:Seay, Ryker Cast By:Seay, Ryker Date Cast:07/06/23 Sampled From:Chute Placement Method:Chute Sample Details Batched:13:48 MDT Sampled:14:20 MDT Cast:14:30 MDT Truck Empty:14:50 MDT Placement Time:62 (min) Placement Location:Exterior - Footing Location Details:Three footings West of West entrance of building and entrance ramp on NW corner of building Sample Location / Notes:NW corner of NW entrance ramp Batch Log Strength:4500 (psi) Air:4.5 - 6.5 (%) Slump:0 - 6 (in) Specifications Supplier:Walters Ready Mix Mix Design:400 On-Site Admixtures: None Location Field Measurements Plastic Unit Weight:138.8 (lb/ft³) (ASTM C138) Air Content:6.0 (ASTM C231) Load Volume:10.00 (yd³) Weather:Sunny Slump (in):4 1/4 (ASTM C143) Air Temperature (F):79 Concrete Temp (F):70 (ASTM C1064) Lab Test Results General Remarks Spencer with Trico was informed of passing tests. Report was emailed to all approved recipients. Gear used was #1600 This report shall not be reproduced, in full, without prior written approval of Atlas Technical Consultants, LLC. Results only relate to the items inspected or tested. Page 1 of 1 Client: Wind River Construction Idaho Falls, ID 83402 2420 South Yellowstone Highway Project: 125 Valley River Drive Rexburg, ID E231146c Rexburg, ID 83402 125 Valley River Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 13357 Atlas Technical Consultants, LLC - Idaho Falls 1753 E Precision Drive Idaho Falls, ID 83402 Phone: (208) 529-8242 Report Date: 07/06/2023 Specimen 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 1-1 6 07/12/23 1 / 5 3.99 12.50 52,130 4,170 5 P 1-2 28 08/03/23 1 / 27 1-3 28 08/03/23 1 / 27 1-4 28 08/03/23 1 / 27 1-5 28 H 08/03/23 1 / 27 Test Age Average Strengths (psi): 6 Day - 4170 Tested By: Jayden Erickson (1) Checked In : 07/07/2023 (1,2,3,4,5) Capping Methods P: Un-bonded Caps of Concrete Cylinders (ASTM C1231) Set #:1 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:73 / 06196 Contractor:Trico Construction Technician:Seay, Ryker Cast By:Seay, Ryker Date Cast:07/06/23 Sampled From:Chute Placement Method:Chute Sample Details Batched:13:48 MDT Sampled:14:20 MDT Cast:14:30 MDT Truck Empty:14:50 MDT Placement Time:62 (min) Placement Location:Exterior - Footing Location Details:Three footings West of West entrance of building and entrance ramp on NW corner of building Sample Location / Notes:NW corner of NW entrance ramp Batch Log Strength:4500 (psi) Air:4.5 - 6.5 (%) Slump:0 - 6 (in) Specifications Supplier:Walters Ready Mix Mix Design:400 On-Site Admixtures: None Location Field Measurements Plastic Unit Weight:138.8 (lb/ft³) (ASTM C138) Air Content:6.0 (ASTM C231) Load Volume:10.00 (yd³) Weather:Sunny Slump (in):4 1/4 (ASTM C143) Air Temperature (F):79 Concrete Temp (F):70 (ASTM C1064) Lab Test Results Testing Lab: Atlas Technical Consultants LLC - Idaho Falls, 1778 E. Precision Dr., Idaho Falls, ID, 83401 General Remarks Spencer with Trico was informed of passing tests. Report was emailed to all approved recipients. Gear used was #1600 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: Page 1 of 1 Client: Wind River Construction Idaho Falls, ID 83402 2420 South Yellowstone Highway Project: 125 Valley River Drive Rexburg, ID E231146c Rexburg, ID 83402 125 Valley River Drive Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 13357 Atlas Technical Consultants, LLC - Idaho Falls 1753 E Precision Drive Idaho Falls, ID 83402 Phone: (208) 529-8242 Report Date: 07/12/2023 Inspection Details Date Contractor Inspector Ambient Temperature (°F) Weather Permit Number 07/06/2023 Trico Construction Seay, Ryker 79 Sunny Not Provided Reinforcing Steel Is this a reinspection?No Atlas Personals Performed:Periodic Inspection Inspected reinforcing steel placement for element: Exterior Footing Inspected reinforcing steel placement at location: Three footings West of West entrance of building and entrance ramp on NW corner of building Plans used:Structural Clearance as specified?Yes Drawing No.:S2.0 Rebar size as per plans?Yes Notes: Spencer with Trico was informed of results. Report was emailed to all approved recipients. Work inspected was: in compliance in compliance, except as noted in discrepancies section reinspection/retesting required Does this inspection have any discrepancies to open or close? (if yes see comments section) No✔ Reinforcing Steel Inspection ASTM A955 07/06/2023Report Date: Atlas Technical Consultants, LLC Idaho Falls 1753 E Precision Drive Idaho Falls, ID 83402 Phone: (208) 5298242 Client: Wind River Construction 2420 South Yellowstone Highway Idaho Falls, ID 83402 Project: E231146c 125 Valley River Drive Rexburg, ID 125 Valley River Drive Rexburg, ID 83402 This report shall not be reproduced, in full, without prior written approval of Atlas Technical Consultants, LLC. Results only relate to the items inspected or tested. Page 1 of 2Page 1 of 1 Inspection Details Date Contractor Inspector Weather Permit Number 07/27/2023 Wind River Clark, Josh Sunny na Reported to: Job Site Fabrication Shop Examined Per: AISC 341 Chapter J AISC 360 Chapter N AWS D1.1 AWD D1.2 AWS D1.3 AWS D1.4 AWS D1.5 AWS D1.6 AWS D1.8 Other:Code Year/Edition:2020 Welder, Process, Procedures: Checked welder(s) Certifications Checked procedure qualifications Visually Inspected inprogress Visually Inspected completed Verified proper electrode storage Welding performed by qualified welders using: SMAW GMAW FCAW SAW Method with E 7018 filler metal(s) Material Identification: Collected/Checked mill certifications:No Weld Types: Single pass fillet welds Multipass fillet welds Flare bevel grove welds PJP (Partial joint penetration welds) CJP (Complete joint penetration welds) Direct Indirect butt splice on reinforcing steel Other (specify): Reference Drawing Sheet and Detail, and Approved RFI:S4.0/203,S3.0,S4.1 Type of connections and locations:columns to base plate and beam to column in donation drive thru. and 2 new door frames Notes:reported to Erin with Wind River Work inspected was: in compliance in compliance, except as noted in comments section reinspection/retesting required Note: The recording of false, fictitious, or fraudulent statements or entries on this document may be punishable as a felony under Federal Statute. ✔✔ ✔ ✔ ✔ ✔ ✔ STRUCTURAL STEEL WELDING Final 07/28/2023Report Date: Atlas Technical Consultants, LLC Idaho Falls 1753 E Precision Drive Idaho Falls, ID 83402 Phone: (208) 5298242 Client: Wind River Construction 2420 South Yellowstone Highway Idaho Falls, ID 83402 Project: E231146c 125 Valley River Drive Rexburg, ID 125 Valley River Drive Rexburg, ID 83402 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. Page 1 of 2Page 1 of 1