HomeMy WebLinkAbout10-039 20101008 Sets 11 12 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. 11
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Pan, East Side of East Lionshead Circle, Sampled at Sta. 3+00
Total Cubic Yards: 20
Supplier: Lafarge Ticket No: 85909256 Mix Design No: RMXDD42GD87
Slump: 3.50 inch(es) Air Content: 6.9 % Wet Unit Weight: 125.6 pcf
Concrete Temperature 65 °F Air Temperature: 60 °F
Test Date: 10/08/10 Time Test Taken: 1 L•50 AM
Design Strength: 4500 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 Strength(psi) Type of Fracture*
7 47840 4.00 12.57 3810 5
7 48038 4.01 12.63 3800 Average: 3810 3
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. 12
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: South Drive-in/Drive-out Wall, Sampled 70'West of Gridlines E-1
Total Cubic Yards: 9
Supplier: Lafarge Ticket No: 85929262 Mix Design No: RMXCE45DG8V
Slump: 5.50 inch(es) Air Content: 7.5 % Wet Unit Weight: 135.3 pcf
Concrete Temperature 68 °F Air Temperature: 58 °F
Test Date: 10/08/10 Time Test Taken: 1:20 PM
Design Strength: 4500 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 Strength(psi) Type of Fracture*
7 48858 4.01 12.63 3870 2
7 48476 4.01 12.63 3840 Average: 3860 2