Test 2019-01-12-5-1 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 212910
DEA: 080K2914
EFIS: 0812000098
Sample Information
Sample Taken Date1/12/2019 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing1/14/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byandrew Last name of sampler or witnessed bysmith
Title of samplerg3 quality technician Laboratory sample identification987-13
The fabricator/manufacturer/facility nameSecurity Paving company Transportation Laboratory (TL) Number13
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierI 10 Redlands WB Lane 4 5 station 578 75
Structure nameI 10 Redlands WB Lane 4 5 station 578 75
Material Information
Material TypeConcrete The concrete mix design number1555212
The truck number from where the sample was collectedna The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleSECURITY PAVING
A detailed description of where the material sample was collectedchute Where the material sample would have been placed if not sampledI 10 Redlands WB Lane 4 5 station 578 75
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-01-12-5
DIME Test ID: 2019-01-12-5-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-01-19
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 01/19/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 168330 lb
Maximum load on cylinder 2: 169810 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5954.4 psi
Compressive strength of cylinder 2: 6006.7 psi
Compressive strength (to nearest 10 psi):5980 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/19/2019