HomeMy WebLinkAbout10-039 20101105 Slab Footing - Sets 27 to 29 Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy• Suite 115 • Lakewood, 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. 27
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Slab-on-grade, Sampled 5' South and 75'East from Southwest Corner of North Drive-in/Drive-out Wall
Total Cubic Yards: 10
Supplier: Lafarge Ticket No: 85909583 Mix Design No: RMXCE45DG8V
Slump: 5.50 inch(es) Air Content: 7.5 % Wet Unit Weight: 139.0 pcf
Concrete Temperature: 68 °F Air Temperature: 60 °F
Test Date: 11/OS/10 Time Test Taken: 12:35 PM
Design Strength: 5000 psi at 28 days Amount of Water Added at Site: 0 gallons
Remarks:
*Refer to ASTM C39/C39M-OS
A e da s Total Load (lbs� Diameter(in.� Area(s�. in.� Compressive Stren_t�h(�?si) Type ofFracture*
7 60549 4.01 12.63 4790 4
28 76524 4.01 12.63 6060 5
28 74913 4.01 12.63 5930 Average: 6000 2
Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy• Suite 115 • Lakewood, 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 Na 28
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Slab-on-grade, Sampled 5' South of Southwest Corner of North Drive-in/Drive-out Wall
Total Cubic Yards: 10
Supplier: Lafarge Ticket No: 85909530 Mix Design No: RMXCE45DG8V
Slump: 4.75 inch(es) Air Content: 7.0 % Wet Unit Weight: 140.7 pcf
Concrete Temperature: 68 °F Air Temperature: 68 °F
Test Date: 11/OS/10 Time Test Taken: 2:50 PM
Design Strength: 5000 psi at 28 days Amount of Water Added at Site: 0 gallons
Remarks:
*Refer to ASTM C39/C39M-OS
A e da s Total Load (lbs� Diameter(in.� Area(s�. in.� Compressive Stren_t�h(�?si) Type ofFracture*
7 44814 4.01 12.63 3550 4
28 67886 4.01 12.63 5370 2
28 68127 4.01 12.63 5390 Average: 5380 2
Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy• Suite 115 • Lakewood, 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. 29
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Footing, ECO Building, Sampled 14'West of Gridlines 1.0/A.7
Total Cubic Yards: 10
Supplier: Lafarge Ticket No: 85909538 Mix Design No: RMXCE40GD87
Slump: 4.50 inch(es) Air Content: 4.5 % Wet Unit Weight: 145.2 pcf
Concrete Temperature: 7] °F Air Temperature: 75 °F
Test Date: 11/OS/10 Time Test Taken: 4:30 PM
Design Strength: 4000 psi at 28 days Amount of Water Added at Site: 0 gallons
Remarks:
*Refer to ASTM C39/C39M-OS
A e da s Total Load (lbs� Diameter(in.� Area(s�. in.� Compressive Stren_t�h(�?si) Type ofFracture*
7 54640 4.00 12.57 4350 5
28 63]70 4.01 12.63 5000 3
28 58513 4.01 12.63 4630 Average: 4820 3