Summary for Test 2024-01-30-52-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
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DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 01/30/2024 | Sample Unique Key | 52 |
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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 testing | 02/05/2024 |
Sample type | Verification | A brief description of the sample | JMF 1/2" WMA-A-SP R25 0.25EVO PG64-28M |
The quantity of what the sample constitutes | 4 Bags of Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Gomaz |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 108A-24 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Corona/ SJR/ Ingevity | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0027, 91-19-0035 |
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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 collected | Belt Cut at Vulcan Corona | |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | 323504W CORD SJR | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-01-30-52
DIME Test ID: 2024-01-30-52-10
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/M. Campos
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: 97 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 39 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.1 %
General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Aggregate Gradation W/Rap Gradation Correlation Factors
Test was verified on 3/26/2024 ✔