Summary for Test 2019-02-22-12-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/22/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 02/22/2019 |
| Sample type | Verification | A brief description of the sample | 1/2" combined virgin aggregate |
| The quantity of what the sample constitutes | JMF OGFC Verfication | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Weaver |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | 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) | 91-10-0006::AVENAL AGGREGATES |
|---|---|---|---|
| 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 | Source | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-02-22-12
DIME Test ID: 2019-02-22-12-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-12-08
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 02/22/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 12998 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 694.0 grams | 94.7 % | |||||
| 2938.0 grams | 77.4 % | |||||
| 7222 grams | 44.4 % | |||||
| 9495.0 grams | 27 % | |||||
| 363.0 grams | 8.2 % | |||||
| 392.4 grams | 6.7 % | |||||
| 436.3 grams | 4.4 % | |||||
| 462.3 grams | 3.1 % | |||||
| 488.6 grams | 1.7 % | |||||
| 495.5 grams | 1.37 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/8/2019 ✔