Summary for Test 2022-04-25-14-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| 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 | 04/25/2022 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2022 | Sample type | Verification |
| A brief description of the sample | 1/2" RHMA-G PG 64-16 with 0.25% LAS15% RAP | The quantity of what the sample constitutes | 6 Bags |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Akira |
| Last name of sampler or witnessed by | Hasegawa | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | 22-JMFPP-0069 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Deer Creek Porterville | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-54-0021::DEER CREEK ASPHALT |
|---|---|---|---|
| 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 | At the plant | |
| 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: 2022-04-25-14
DIME Test ID: 2022-04-25-14-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-05-04
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: Measured
Tester's full name: Jay Horton
Date of test: 05/04/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2583.5 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 132.5 grams | 94.9 % | |||||
| 379.3 grams | 85.3 % | |||||
| 1543.7 grams | 40.2 % | |||||
| 222.8 grams | 20.5 % | |||||
| 320.8 grams | 11.8 % | |||||
| 366.5 grams | 7.8 % | |||||
| 392.6 grams | 5.5 % | |||||
| 405.2 grams | 4.4 % | |||||
| 412.4 grams | 3.75 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2022 ✔