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HomeMy WebLinkAbout10-039 20101005 Bridge Abutment - Sets 8 9 Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy YSuite 115 YLakewood, CO 80228-2845 , www.KCE-Denver.com LAKEWOOD GRAND JUNCTION (303) 989-1223 (970)241-7700 (303) 989-0204 FAX (970) 241-7783 FAX Tom Kassmel, P.E. Job No. 10-039 Town of Vail, Department of Public Works/Transportation Set No. 8 1309 Elkhorn Drive Vail, CO 81657 SUMMARY OF CONCRETE TEST RESULTS Project: Lionshead Transit Center, Vail, Colorado Location: Pedestrian Bridge, Spandrel Beam, Sampled at Gridlines E-1.6 Total Cubic Yards: 5.5 Supplier: Lafarge Ticket No: 85909215 Mix Design No: RMXCE45DG8V Slump: 5.50 inch(es) Air Content: 6.9 % Wet Unit Weight: 136.8 pcf Concrete Temperature 70 °F Air Temperature: 75 °F Test Date: ]0/OS/]0 Time Test Taken: 1:40 PM Design Strength: 5000 psi at 28 days Amount of Water Added at Site: 4 gallons Remarks: *Refer to ASTM C39/C39M-OS Age (days) Total Load(lbs) Diameter(in.) Area(sq. in.) Compressive Stren�th (psi) Type of Fracture* 7 65356 4.01 12.63 5170 5 28 91001 4.00 12.57 7240 5 28 90562 4.01 12.63 7170 Average: 7210 2 Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy YSuite 115 YLakewood, CO 80228-2845 , www.KCE-Denver.com LAKEWOOD GRAND JUNCTION (303) 989-1223 (970)241-7700 (303) 989-0204 FAX (970) 241-7783 FAX Tom Kassmel, P.E. Job No. 10-039 Town of Vail, Department of Public Works/Transportation Set No. 9 1309 Elkhorn Drive Vail, CO 81657 SUMMARY OF CONCRETE TEST RESULTS Project: Lionshead Transit Center, Vail, Colorado Location: North Abutment, Drive In/Out, 1' West of Gridlines E-1/E-E3 Total Cubic Yards: 10 Supplier: Lafarge Ticket No: 85909222 Mix Design No: RMXCE45DG8V Slump: 5.00 inch(es) Air Content: 5.5 % Wet Unit Weight: 137.2 pcf Concrete Temperature 62 °F Air Temperature: 60 °F Test Date: ]0/OS/]0 Time Test Taken: 4:40 PM Design Strength: 5000 psi at 28 days Amount of Water Added at Site: 0 gallons Remarks: *Refer to ASTM C39/C39M-OS Age (days) Total Load(lbs) Diameter(in.) Area(sq. in.) Compressive Stren�th (psi) Type of Fracture* 7 57100 4.01 12.63 4520 3 7 57100 4.01 12.63 4520 Average: 4520 2 28 69851 4.02 12.69 5500 2 28 70883 4.01 12.63 56]0 5 28 72297 4.01 12.63 5720 Average: 5610 2