Test 2020-11-21-6-1 (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 Date11/21/2020 Sample Unique Key6
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 testing11/24/2020
Sample typeQuality Assurance A brief description of the sampleCONCRETE CYLINDERS
The quantity of what the sample constitutesCONCRETE CYLINDERS From where was the sample collectedJob Site
First name of sampler or witnessed byGEORGE Last name of sampler or witnessed byZACARIAS
Title of samplerRMA Laboratory sample identification999-1121B
The fabricator/manufacturer/facility nameShort Load Concrete Inc Transportation Laboratory (TL) Number999-1121B
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 collected7 The batch plant ticket number from where the sample was collected7
Concrete batch plantVOLUMETRIC TRUCK The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSITE Where the material sample would have been placed if not sampledEB RTE 60 M TO 15 CONNECTOR SHOULDER AFTER MILLIKEN BRIDGE
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-11-21-6
DIME Test ID: 2020-11-21-6-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-12-28
Test Results

Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: JOSE GUZMAN
Date of test: 11/28/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.02 in
Average diameter of cylinder 6: 6.02 in
Maximum load on cylinder 1: 66875 lb
Maximum load on cylinder 2: 64810 lb
Maximum load on cylinder 3: 69180 lb
Maximum load on cylinder 4: 67650 lb
Maximum load on cylinder 5: 66320 lb
Maximum load on cylinder 6: 63570 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 3
Type of fracture pattern of cylinder 5: 3
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: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.46 in^2
Cross sectional area of cylinder 6: 28.46 in^2
Compressive strength of cylinder 1: 2349.8 psi
Compressive strength of cylinder 2: 2277.2 psi
Compressive strength of cylinder 3: 2438.5 psi
Compressive strength of cylinder 4: 2384.6 psi
Compressive strength of cylinder 5: 2330.3 psi
Compressive strength of cylinder 6: 2233.7 psi
Compressive strength (to nearest 10 psi):2340 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/28/2020