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HomeMy WebLinkAboutCOMPRESSIVE STRENGTH OF CONCRETE - Filed CSS-COMPRESSIVE STRENGTH SUMMARY - (172)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 303-1 7 07/10/24 1 / 6 4.00 12.57 53,660 4,270 3 N 303-2 28 07/31/24 1 / 27 303-3 28 07/31/24 1 / 27 303-4 28 07/31/24 1 / 27 303-5 56 08/28/24 1 / 55 Test Age Average Strengths (psi): 7 Day - 4270 Tested By: Craig Ellis (1) Checked In : 07/04/2024 (1,2,3,4,5) Capping Methods N: Unbonded Caps (ASTM C1231) Set #:303 Specimen Size:4" X 8" Specimens In Set:5 Truck / Ticket #:1743 / 21098571 Contractor:Front Range Concrete Technician:Matte, Ryan Cast By:Matte, Ryan Date Cast:07/03/24 Sampled From:Truck Placement Method:Conveyor Sample Details Batched:06:29 MDT Sampled:07:12 MDT Cast:07:27 MDT Truck Empty:07:45 MDT Placement Time:76 (min) Placement Location:Sidewalk Location Details:South side of Crusader St. - adjacent to the west end of building 12 (at alley), heading east Sample Location / Notes:Mix 45260 Batch Log Strength:4500 (psi) Specifications Supplier:SRM Concrete On-Site Admixtures: None Location Field Measurements Plastic Unit Weight:140.2 (lb/ft³) Air Content:7.9 Load Volume:10.00 (yd³) Weather:Slump (in):2 Air Temperature (F):57 Concrete Temp (F):78 Lab Test Results Testing Lab: Fort Collins, 400 North Link Lane, Fort Collins, CO, 80525 General Remarks 303-1: Reviewed by CE Test results relate only to the sample tested. Cylinders received in good condition unless noted otherwise. Physical properties of concrete (ASTM C143, C231, C138, C1064). This Report should not be reproduced, except in full, without the prior authorization of CTL|Thompson Inc. Page 1 of 1 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-365 Compressive Strength of Concrete Test Method: ASTM C 39 Sample: 131686 Report #: CC-000986 Fort Collins 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Report Date: 07/19/2024