HomeMy WebLinkAbout18-7-289 (05-30-18) concrete.pdf H P - KUMAR5020 County Road 154
Glenwood Springs, CO 81601
eotechnical Engineering I Engineering Geology Phone: (970) 945-7988
Materials Testing I Environmental Fax: (970) 945-8454
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Office Locations: Parker, Glenwood Springs, and Silverthorne, Colorado
CONCRETE TEST REPORT
Tina and David Wilson Project No. 18-7-289
2609 Davos Trail Date Cast: 05-23-18
Vail, Colorado 81657
Sheet: 1 of 1
Project: Proposed Additions to Residence, Lot 11, Filing 23, Vail Valley, 1965 Sunburst Drive,
Vail, Colorado
Placement Location: Building Addition Footings
Supplier: Casey Concrete Time Batched: 12:41 pm Load Size (Yds): 6
Truck No: 149 Time Arrived: 1:37 pm Yds Delivered: 6
Ticket No: 315847 Time Placed: 1:45 pm Yds Ordered: 12
Mix Design: 3000F
Method of Placement: Pump Sample Point: Truck Discharge
Time Sampled: 1:50 pm Wet Unit Wt: 145.6 pcf
Air Temp: 65° Slump: 4.0 inches
Concrete Temp: 71° Air Content: 2.0 %
Water Added: None
Communication: The contractor and supplier were informed of our field test results.
Time Cylinders Cast: 2:00 pm
Initial Cure Time on Site: 1 day Field Storage: Insulated Cure Box
Date in Lab: 05-24-18 Cylinder Temperature at Pick Up: 76° Min/Max: 60°/76°
Compressive Strength Data
2018 Compressive 28 Da
Lab Age Load Diameter Area Y
Number Days Date lbs. in. int Strength (psi) Avg. (psi)
329A 7 05-30-18 39,500 4.01 12.63 3130
329B 28 06-20-18
329C 28 06-20-18
329D Hold/28
Specified Strength for Structure: 3000 psi at 28 days Specified Strength for Mix: 3000 psi at 28 days
Notes:
Distribution:
Tina and David Wilson (tinawilsonvail(dcimail.com)
Evans Chaffee Construction—Mark Jones (miones(a evanschaffee.com)
Casey Concrete—Shawn Vondette(svondettet ws-concrete.com)
off Justin Orgill David A. Young, P.E.
Field Technician Reviewed By