HomeMy WebLinkAbout10-039 20101217 Electrical Line Footing Pad - Sets 48 49 Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy YSuite 110 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. 48
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Electrical Line, Sampled at Gridlines C to E-1, 6-8, 22" Spacing Below Line
Total Cubic Yards: 10
Supplier: Lafarge Ticket No: 85909688 Mix Design No: RMXJEOSRD98
Slump: 7.38 inch(es) Air Content: % Wet Unit Weight: pcf
Concrete Temperature 60 °F Air Temperature: 21 °F
Test Date: 12/]7/]0 Time Test Taken: 12:20 PM
Design Strength: 30 psi at 28 days Amount of Water Added at Site: 0 gallons
Remarks: Flowfill.
*Refer to ASTM C39/C39M-OS
Age (days) Total Load(lbs) Diameter(in.) Area(sq. in.) Compressive Stren�th (psi) Type of Fracture*
7 622 5.99 28.18 20 3
Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy YSuite 110 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. 49
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Retaining Wall Footing Pad at Gridlines A.7-C.2, Gridline 8 to I S' East, Sampled at Top Lift
Total Cubic Yards: 17
Supplier: Lafarge Ticket No: 85909695 Mix Design No: RMXCE40GD87
Slump: 5.00 inch(es) Air Content: 5.6 % Wet Unit Weight: 142.1 pcf
Concrete Temperature 58 °F Air Temperature: 26 °F
Test Date: 12/]7/]0 Time Test Taken: 2:59 PM
Design Strength: 4000 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 46483 4.00 12.57 3700 2