Summary for Test 2024-01-30-52-9

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/30/2024 Sample Unique Key52
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 testing02/05/2024
Sample typeVerification A brief description of the sampleJMF 1/2" WMA-A-SP R25 0.25EVO PG64-28M
The quantity of what the sample constitutes4 Bags of Aggregate, 2 Bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byJesse Last name of sampler or witnessed byGomaz
Title of sampler Telephone number of sampler
Laboratory sample identification108A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona/ SJR/ Ingevity Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0027, 91-19-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number323504W CORD SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-01-30-52
DIME Test ID: 2024-01-30-52-9
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-03-26

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 02/10/2024
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 75 %
Cumulative percent passing the #8 sieve: 53 %
Cumulative percent passing the #16 sieve: 38 %
Cumulative percent passing the #30 sieve: 28 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 10 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 3/26/2024