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CA INSPECTOR'S LICENSE NO.: IDENTIFICATION: CAST DATE 7/17/19 DESCRIPTION Shotcrete CEMENT TYPE - CONTRACTOR - SPECIFIED F'c - PSI 4,500 ADMIXTURE - CONIC. SUPPLIER - CAST BY Geovanny Cabanas SLUMP (C143) - PLANT - NO. OF SAMPLES 3 AIR (C173) 76,640 6,080 3 87708.12 28 C231 8:50 AM MIX DESIGN NO. 4.01 TOTAL YARDS - AIR - 6,110 3 87708.13 28 TEMP C7084 8:53 AM TICKET NUMBER 4.01 CAST / MIX TIME - CONCRETE 77,180 6,130 3 TEMP(C1064) LOCATION OF POUR No paperwork submitted Specimens were tested in accordance with ASTM C1231 (Unbonded Method) NOTES This report was corrected on 8/19/19. All corrected or added information is underlined Results relate only to the tested specimens. LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39 DATE. SPECIMENS RECVD. 7/18/19 EQUIPMENT USED On File REPORT DATE 8/14/19 - Corrected 8/19/19 SN OF EQUIPMENT On File TECHNICIAN On File CALIB.I RECAL. DATE On File SPECIMEN IDENTIFICATION NUMBER AGE AT TEST (DAYS)' DATE OF TEST TIME OF TEST SPECIMEN DIMENSIONS -IN.' AREA SQ. IN. LOAD LBS. Fc PSI BREAK TYPE' 1 IN. 2 IN. 3 IN. 4 IN. 87708.11 28 8/14/19 8:47 AM 4.00 4.01 NA NA 12.60 76,640 6,080 3 87708.12 28 8/14/19 8:50 AM 4.00 4.01 NA NA 12.60 76,950 6,110 3 87708.13 28 8/14/19 8:53 AM 4.00 4.01 NA NA 12.60 77,180 6,130 3 Avg. F'c 2a= 6,110 'Test Schedule Provided by the Client Dimensions 1 and 2 = Diameters: Dimensions 3 and 4 = Height; NA if Cylinder 2.2> I/d> 1a 313reak Type Designation Per ASTM C39 Figure 2: 1 = Cone, 2 = Cone and Crack, 3 = Columnar, 4 = Diagonal, 5 = Side Fracture, 6 = Side Fracture Point COMPLIANCE WITH SPECIFIED STRENGTH / COMMENTS: THE AVERAGE 29 -DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE This corrected report supersedes and replaces all reports dated Prior to the correction date. Page t an