HomeMy WebLinkAbout10-039 20101118 Foundation Walls - Sets 34 to 36 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. 34
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: ECO Building Foundation Walls, Sampled at Gridlines C.0/4.5-8.0, lst Lift
Total Cubic Yards: 29.25
Supplier: Lafarge Ticket No: 85909590 Mix Design No: RMXCE40GD87
Slump: 3.00 inch(es) Air Content: 3.5 % Wet Unit Weight: 145.9 pcf
Concrete Temperature 66 °F Air Temperature: 36 °F
Test Date: 1]/]8/]0 Time Test Taken: 12:02 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 51077 4.01 12.63 4040 2
28 58429 4.01 12.63 4630 5
28 58966 4.01 12.63 4670 5
28 60945 4.02 12.69 4800 Average: 4700 2
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. 35
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: ECO Building Foundation Walls, Sampled at Gridlines A.0-C.0/8.0 and A.0/6.1-8.0, 3rd Lift
Total Cubic Yards: 107
Supplier: Lafarge Ticket No: 85909601 Mix Design No: RMXCE40GD87
Slump: 3.50 inch(es) Air Content: 4.5 % Wet Unit Weight: 143.8 pcf
Concrete Temperature 64 °F Air Temperature: 39 °F
Test Date: 1]/]8/]0 Time Test Taken: 2:51 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 51303 4.02 12.69 4040 2
28 52420 4.01 12.63 4150 5
28 51374 4.01 12.63 4070 5
28 53184 4.01 12.63 42]0 Average: 4]40 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. 36
1309 Elkhorn Drive
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: Lionshead Transit Center, Vail, Colorado
Location: ECO Building Foundation Walls, Sampled at Gridlines A.0-C.0/6.1, A.2/5.5-6.0, and A3-A.5/0.0, Top
Lift
Total Cubic Yards: 156.25
Supplier: Lafarge Ticket No: 85909608 Mix Design No: RMXCE40GD87
Slump: 5.25 inch(es) Air Content: 5.4 % Wet Unit Weight: 142.3 pcf
Concrete Temperature 60 °F Air Temperature: 33 °F
Test Date: 1]/]8/]0 Time Test Taken: 4:33 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 42835 4.01 12.63 3390 5
28 5659] 4.01 12.63 4480 5
28 57015 4.01 12.63 4510 2
28 52887 4.01 12.63 4190 Average: 4390 3