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HomeMy WebLinkAbout10-039 20101104 Sets 24 to 26 Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy• Suite 115 • Lakewood, 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 Na 24 1309 Elkhorn Drive Vail, CO 81657 SUMMARY OF CONCRETE TEST RESULTS Project: Lionshead Transit Center, Vail, Colorado Location: Pedestrian Bridge Heated Topping Slab, Sampled 20' East of Gridlines E-1 Total Cubic Yards: 10 Supplier: Lafarge Ticket No: 85909504 Mix Design No: RMXCE45DG8V Slump: 5.00 inch(es) Air Content: 6.1 % Wet Unit Weight: 140.1 pcf Concrete Temperature: 7] °F Air Temperature: 50 °F Test Date: I 1/04/10 Time Test Taken: 12:40 PM Design Strength: 5000 psi at 28 days Amount of Water Added at Site: 15 gallons Remarks: *Refer to ASTM C39/C39M-OS A e da s Total Load (lbs� Diameter(in.� Area(s�. in.� Compressive Stren_t�h(�?si) Type ofFracture* 7 57580 4.01 12.63 4560 5 28 78249 4.01 12.63 6200 5 28 88470 4.01 12.63 7000 Average: 6600 5 Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy• Suite 115 • Lakewood, 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. 25 1309 Elkhorn Drive Vail, CO 81657 SUMMARY OF CONCRETE TEST RESULTS Project: Lionshead Transit Center, Vail, Colorado Location: Footing, Eco Building, Sampled at Gridlines C.0/1.2 Total Cubic Yards: 10 Supplier: Lafarge Ticket No: 85909509 Mix Design No: RMXCE40GD87 Slump: 5.00 inch(es) Air Content: 4.5 % Wet Unit Weight: 145.2 pcf Concrete Temperature: 70 °F Air Temperature: 52 °F Test Date: I 1/04/10 Time Test Taken: 3:55 PM Design Strength: 4000 psi at 28 days Amount of Water Added at Site: 10 gallons Remarks: *Refer to ASTM C39/C39M-OS A e da s Total Load (lbs� Diameter(in.� Area(s�. in.� Compressive Stren_t�h(�?si) Type ofFracture* 7 50639 4.01 12.63 4010 2 28 66557 4.01 12.63 5270 5 28 67999 4.01 12.63 5380 Average: 5330 2 Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy• Suite 115 • Lakewood, 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. 26 1309 Elkhorn Drive Vail, CO 81657 SUMMARY OF CONCRETE TEST RESULTS Project: Lionshead Transit Center, Vail, Colorado Location: Footing-Retaining Wall, Sainpled 28'West of Gridlines E-1/E-B.5 Total Cubic Yards: 10 Supplier: Lafarge Ticket No: 85909514 Mix Design No: RMXCE40GD87 Slump: 4.50 inch(es) Air Content: 4.6 % Wet Unit Weight: 141.9 pcf Concrete Temperature: 72 °F Air Temperature: 48 °F Test Date: I 1/04/10 Time Test Taken: 5:30 PM Design Strength: 4000 psi at 28 days Amount of Water Added at Site: 0 gallons Remarks: *Refer to ASTM C39/C39M-OS A e da s Total Load (lbs� Diameter(in.� Area(s�. in.� Compressive Stren_t�h(�?si) Type ofFracture* 7 55431 4.01 12.63 4390 5 28 72933 4.01 12.63 5770 2 28 70049 4.01 12.63 5550 Average: 5660 5