HomeMy WebLinkAbout10-039 20101117 Retaining Wall Cap 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. 33
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: North Cantilever Retaining Wall Cap for the Southwest Parking Entrance
Total Cubic Yards: 6.5
Supplier: Lafarge Ticket No: 85909580 Mix Design No: RMXCE45DG8V
Slump: 3.50 inch(es) Air Content: 7.0 % Wet Unit Weight: 140.6 pcf
Concrete Temperature 56 °F Air Temperature: 40 °F
Test Date: 1]/]7/]0 Time Test Taken: 11:33 AM
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 49268 4.01 12.63 3900 2
28 67688 4.01 12.63 5360 2
28 66699 4.01 12.63 5280 Average: 5320 2