Test 2020-01-25-1-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
Sample Information
Sample Taken Date1/25/2020 Sample Unique Key1
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 testing1/27/2020
Sample typeQuality Assurance A brief description of the sample6x12 LCB cylinders
The quantity of what the sample constitutes6 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byNot Provided Last name of sampler or witnessed byNot provided
Title of sampler Laboratory sample identification999-125
The fabricator/manufacturer/facility nameShort Load Concrete Transportation Laboratory (TL) Number20200125
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameNot Provided
Material Information
Material TypeConcrete The concrete mix design numberUnknown
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedUnknown Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2020-01-25-1
DIME Test ID: 2020-01-25-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-02-01
Test Results

Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/01/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 54010 lb
Maximum load on cylinder 2: 51400 lb
Maximum load on cylinder 3: 54190 lb
Maximum load on cylinder 4: 53670 lb
Maximum load on cylinder 5: 50500 lb
Maximum load on cylinder 6: 50860 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 4
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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 1910.5 psi
Compressive strength of cylinder 2: 1818.2 psi
Compressive strength of cylinder 3: 1910.1 psi
Compressive strength of cylinder 4: 1898.5 psi
Compressive strength of cylinder 5: 1786.3 psi
Compressive strength of cylinder 6: 1799.1 psi
Compressive strength (to nearest 10 psi):1850 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/01/2020