building footings 28 days QCQA Concrete Field Observation Report
DRILLING & TESTING SERVICES
Project: Stewarts-Queensbury,NY Report No.: C-081219
Client: Stewarfs Shop Date: 8/1212019
Contractor: KM Masonry Job No.: 19-078
Concrete Supplier: Pallette Mix No.: 40001
Weather: Sunny;Breezy Air Temp.:AM PM 84
General Placement Location: Building Perimeter Footings Sheet: 1 of 1
Time Test Data
Air Unit Conc.
Load Ticket Truck Cubic Water Start End Slump Content Weight Temp
No. No. No. Yards Added Batched Discharge Dischar a Tested In. % Pcf F. Specimen Set_..Remarks
1 833802 4525 10 2:03 2:40 2:55 2:44 4.25 6.0 85 Set 1 6 C finders
2 833803 4913 10 2:22 2:56 3:10
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Remarks:
Cubic yards placed: 20 Rejected: TECHNICIAN: Tod Kobik
COMPRESSIVE STRENGTH DATA
Set Lab Cylinder Date Age Load Fracture in
No. No. Diameter Area Tested (days) Ibs. Type 1 5698 6.0 28.27 8/19/2019 7 100,640 5 5699 6.0 28.27 8/19/2019 7 104,160 5 5700 6.0 28.27 9/9/2019 28 130,940 5 5701 6.0 28.27 9/9/2019 28 115,010 4
5702 6.0 28.27 9/9/2019 28 126,080 5 4,460
5703 6.0 28.27 9/9/2019 28 121,030 5 4,280
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Specification Requirement at 28 days 4,000
Cylinder Size:6"x 12"unless otherwise noted Slump in accord with ASTM C-143 FRACTURE TYPE:
Sampled in accord with ASTM C-172 Air in accord with ASTM C-231 1=Cone Both Ends
Tested in accord with ASTM C-39 Unit Wt.in accord with ASTM C-138 2=Cone 1 End Tod Kobik
Cast in accord with ASTM C-31 Temp in accord with ASTM C-1064 3=Columnar QC1QA Laboratories Inc.
4=Diagonal Fracture Vice-President
5=Side Fracture
6=Side Fracture(2)
877 Route 4S-Schuylerville,NY 12871-Phone:(518)372-4067-Fax:(518)507-6113