Summary for Test 2020-10-28-28-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214885 DEA: 080K1234 EFIS: 0815000242 |
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DIST-CO-RTE-PM | 08--- |
Award Date | 06/03/2020 |
Closeout Date | 04/08/2022 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
Sample Taken Date | 10/28/2020 | Sample Unique Key | 28 |
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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 | 10/29/2020 |
Sample type | Quality Assurance | A brief description of the sample | blended aggs |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | o |
Title of sampler | TECK | Telephone number of sampler | |
Laboratory sample identification | lot 1 sublot 64 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sully Miller | 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) | 91-36-0046 |
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The fabricator's/manufacturer's product name for the sample | blue dimond | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | 300072 -LSM-LC | Lot number | 1 |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-10-28-28
DIME Test ID: 2020-10-28-28-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-06-09
Test Results
What type of gradation is being tested?: HMA 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: david chen
Date of test: 10/30/2020
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 69 %
Cumulative percent passing the #4 sieve: 32 %
Cumulative percent passing the #8 sieve: 21 %
Cumulative percent passing the #16 sieve: 15 %
Cumulative percent passing the #30 sieve: 11 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/9/2021 ✔