Summary for Test 2015-03-30-3-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 7566 DEA: 042640K4 EFIS: 0412000406 COOP: 0412458 |
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DIST-CO-RTE-PM | 04--- |
Award Date | 11/02/2012 |
Closeout Date | 06/03/2020 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/03/2020) |
Sample Information
Sample Taken Date | 03/30/2015 | Sample Unique Key | 3 |
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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 | 04/15/2015 |
Sample type | Verification | A brief description of the sample | Class 2 AB |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Richard | Last name of sampler or witnessed by | Duncan |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 15ASPH-0230 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | GBI Silveria | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Job Mix Formula Partial | Source Identification (SMARA, name of Pit or Job Site) | NA |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile |
Where the material sample would have been placed if not sampled | Unknown | Superpave or Non-superpave Mix | Not set |
Test Details
DIME Sample ID: 2015-03-30-3
DIME Test ID: 2015-03-30-3-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2015-06-02
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 05/04/2015
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2015 ✔