HomeMy WebLinkAbout10-039 20101005 Bridge & Abutment - Sets 8 & 9 - Revised 10-22-10 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: 10/OS/10 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 Strength(psi) Type of Fracture*
7 65356 4.01 12.63 5]70 5
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: 10/OS/10 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 Strength(psi) Type of Fracture*
7 57100 4.01 12.63 4520 3
7 57100 4.01 12.63 4520 Average: 4520 2