Summary for Test 2021-10-15-39-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215556 DEA: 081L6504 EFIS: 0820000131 |
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DIST-CO-RTE-PM | 08--,58- |
Award Date | 06/18/2021 |
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 | 10/15/2021 | Sample Unique Key | 39 |
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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 | 10/15/2021 |
Sample type | Quality Assurance | A brief description of the sample | 1x 4 Pcc Aggregate |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Francisco |
Title of sampler | tet | Telephone number of sampler | |
Laboratory sample identification | test 1 10 cy out at 300 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons Barstow | 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) | 91-36-0116 |
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The fabricator's/manufacturer's product name for the sample | Robertsons Lucerne Quarry | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | At the plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
The concrete mix design number | sm446b2R | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-15-39
DIME Test ID: 2021-10-15-39-1
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: 2021-10-29
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: omar G G
Date of test: 10/15/2021
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 97 %
Cumulative percent passing the 3/4 in. sieve: 74 %
Cumulative percent passing the 1/2 in. sieve: 0 %
Cumulative percent passing the 3/8 in. sieve: 17 %
Cumulative percent passing the #4 sieve: 4 %
Cumulative percent passing the #8 sieve: 2 %
Cumulative percent passing the #16 sieve: 56 %
Cumulative percent passing the #30 sieve: 36 %
Cumulative percent passing the #50 sieve: 20 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/29/2021 ✔