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HomeMy WebLinkAboutGrout Strength_15605Specimen Number Test Age Days Test Date Field / Lab Cure Days Avg. Width 1 & 3 (in) Avg. Width 2 & 4 (in)Area (in²) Avg Height Max Load (lbs) Strength (psi) Break Remark Fracture Type Capping Method 3-1 7 01/23/19 1 / 6 3.35 3.35 11.22 6.22 57,270 5,100 CF S 3-2 28 02/13/19 1 / 27 3-3 28 02/13/19 1 / 27 3-4 28 02/13/19 1 / 27 Test Age Average Strengths (psi): 7 Day - 5100 Test Age Strength Standard Deviation: 7 Day - 0 Correction Factors: 3-1: 1.000 Break Remarks Tested By: Zachary T Orr (1) Capping Methods S: Sulfur Caps (ASTM C617) Fracture Types CF: Complete Fracture Set #:3 Specimen Size:3.5" X 3.5" X 7" Specimens In Set:4 Contractor:J.G. Morris Jr Technician:Clark, Ryne Thomas Cast By:Clark, Ryne Thomas Date Cast:01/16/19 Sampled From:Chute Sample Details Batched:10:28 EST Sampled:10:28 EST Cast:10:42 EST Placement Location:Wall - cell fill Location Details:Northern Wall Sample Location / Notes:Northern Wall Batch Log Strength:2000 (psi) Specifications Mixing Method:Drum Mixer Manufacturer:IMI Forming Method:Grout Sample Box Product ID:8201BF On-Site Admixtures: None Location Field Measurements Air Content:Weather:snow Slump (in):8-1/4 (ASTM C143) Air Temperature (F):28 Grout Temp (F):71 (ASTM C1064) Lab Test Results Testing Lab: Indianapolis, 7988 Centerpoint Drive, Suite 100, Indianapolis, IN, 46256 These samples were obtained in accordance with ASTM C172 and prepared in accordance with ASTM C1019.Page 1 of 1 Client: J G Morris Construction ., YY . ., . Project: Belle Tire, Carmel 170MT00382 Compressive Strength of Grout Prism Test Method: Sample: 15605 Report #: GP-000003 7988 Centerpoint Drive Suite 100 Indianapolis, IN 46256 Phone: 317-579-4031 Fax: 317-849-4278 Report Issued: 1/31/2019