Summary for Test 2023-09-15-15-5

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 2328
DEA: 04444444
DIST-CO-RTE-PM04-ALA--
Award DateNot set
Closeout DateNot set
Work DescriptionGeneral work
Location DescriptionNot set
QA Service Level1 (Verified on 09/20/2005)

Sample Information

Sample Taken Date09/15/2023 Sample Unique Key15
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 testing09/15/2023
Sample typeInformational A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes30 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byDave Last name of sampler or witnessed byCarlin
Title of samplerTE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePurdue Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberPurdue
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedPurdue
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedChute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-09-15-15
DIME Test ID: 2023-09-15-15-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-10-13

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 10/13/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 63036 lb
Maximum load on cylinder 2: 68683 lb
Maximum load on cylinder 3: 65784 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 4991.0 psi
Compressive strength of cylinder 2: 5438.1 psi
Compressive strength of cylinder 3: 5233.4 psi
Compressive strength (to nearest 10 psi): 5220 psi
General comments (publicly viewable) (Max 1000 characters): Lab Cure - Purdue Research

Test was verified on 10/13/2023