HomeMy WebLinkAbout10-039 20101229 Planter Box Walls Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy• Suite 110• Lakewood, CO 8022&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. ]0-039
Town of Vail, Department of Public Works/Transportation Set No. 53
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Planter Box Walls along Gridlines A.0-A.6/3.0,A.6/3.0-3.3,A.0/3.0,A.0/3.0-4.0, and A.0/4.0, and Slab
along A.0/6.1-8.0
Total Cubic Yards: 6.5
Supplier: Lafarge Ticket No: 85822872 Mix Design No: RMXCE45DG8V
Slump: 6.25 inch(es) Air Content: 8.4 % Wet Unit Weight: 137.7 pcf
Concrete Temperature: 68 °F Air Temperature: 32 °F
Test Date: 12/29/10 Time Test Taken: 3:50 PM
Design Strength: 5000 psi at 28 days Amount of Water Added at Site: 6 gallons
Remarks:
*Refer to ASTM C39/C39M-OS
A e da s Total Load(lbs� Diameter(in.� Area(�. in.� Compressive Stren_t� h(�si� Tyt�e of Fracture*
7 47444 4.00 12.57 3770 2
28 69003 4.01 12.63 5460 3
28 69300 4.01 12.63 5490 3
28 71194 4.01 12.63 5640 Average: 5530 2