HomeMy WebLinkAbout10-039 20101228 Interior Slab-on-grade Sets 51 and 52 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. 51
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Interior Slab-on-grade, Sampled at Gridlines A.0-C.0/6.1-8.0
Total Cubic Yards: 10
Supplier: Lafarge Ticket No: 85822868 Mix Design No: RMXUH40GD97
Slump: 3.50 inch(es) Air Content: l.5 % Wet Unit Weight: 147.4 pcf
Concrete Temperature: 60 °F Air Temperature: 46 °F
Test Date: 12/28/10 Time Test Taken: 9:17 AM
Design Strength: 4000 psi at 28 days Amount of Water Added at Site: 5 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 44419 4.01 12.63 3520 5
28 67]51 4.01 12.63 5320 5
28 66925 4.01 12.63 5300 5
28 6674] 4.01 12.63 5280 Average: 5300 5
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. 52
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: Grade Beams at Gridlines A.0-B.0/1.0, A.0-B.0/2.0, A.0-C.0/4.0, and Planter Slabs-on-grade at Gridlines
A.0-A.6/3.0-3.3 and A.0/3.0-4.0 to 4'North
Total Cubic Yards: 10
Supplier: Lafarge Ticket No: 85909697 Mix Design No: RMXCE45DG8V
Slump: 4.50 inch(es) Air Content: 6.8 % Wet Unit Weight: 140.0 pcf
Concrete Temperature: 59 °F Air Temperature: 36 °F
Test Date: 12/28/10 Time Test Taken: ]]:OS AM
Design Strength: 5000 psi at 28 days Amount of Water Added at Site: 10 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 57100 4.01 12.63 4520 5
28 73824 4.01 12.63 5850 2
28 764ll 4.01 12.63 6050 3
28 72848 4.00 12.57 5800 Average: 5900 3