building footings 7 days QCQAConcrete Field Observation Report
LXXV
DRILLING & TESTING SERVICES
_Project: Stewarts-Queensbury,NY Report No.: C-081219
Client: Stewart's Shop Date: 811 212 01 9
Contractor: KM Masonry Job No.: 19-078
Concrete Supplier: Pallelte 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 Te.P
No. No. No. Yards Added Batched Dischar a 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 Cylinders)
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 Compressive
No. No. Diameter Area Tested (days) lbs. Type Strength(psi)
1 5698 6.0 28.27 8/19/2019 7 100,640 5 3,560
5699 6.0 28.27 8/19/2019 7 104,160 5 3,680
5700 9/9/2019 28
5701 9/9/2019 28
5702 28/H
5703 28/H
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 QCICA 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