Test 2020-10-17-5-1 (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 Date10/17/2020 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 testing10/20/2020
Sample typeQuality Assurance A brief description of the sampleRSLCB CYLINDERS
The quantity of what the sample constitutes6 CYLINDERS RSLCB From where was the sample collectedJob Site
First name of sampler or witnessed byNot Avaliable Last name of sampler or witnessed byNA
Title of samplerRMA TECH Laboratory sample identification999-1017C
The fabricator/manufacturer/facility nameSHORTLOAD CONCRETE Transportation Laboratory (TL) Number999-1017C
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberCTS 30 RAM
The truck number from where the sample was collected6 The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedSITE Where the material sample would have been placed if not sampledWB RTE 60 LANE 4 AND 5 STA 41800
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2020-10-17-5
DIME Test ID: 2020-10-17-5-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-10-27
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: 10/24/2020
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: 6.00 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 5.99 in
Maximum load on cylinder 1: 84610 lb
Maximum load on cylinder 2: 81720 lb
Maximum load on cylinder 3: 78980 lb
Maximum load on cylinder 4: 85370 lb
Maximum load on cylinder 5: 80120 lb
Maximum load on cylinder 6: 80760 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 2
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: 28.27 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.18 in^2
Compressive strength of cylinder 1: 2992.9 psi
Compressive strength of cylinder 2: 2890.7 psi
Compressive strength of cylinder 3: 2793.8 psi
Compressive strength of cylinder 4: 3009.2 psi
Compressive strength of cylinder 5: 2834.1 psi
Compressive strength of cylinder 6: 2865.9 psi
Compressive strength (to nearest 10 psi):2900 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/27/2020