Summary for Test 2022-05-27-16-1
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 | 05/27/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/09/2022 | Sample type | Verification |
| A brief description of the sample | 1/2" HMA-A , 15% RAP, PG 64-28 | The quantity of what the sample constitutes | 2 - 5 gallon buckets |
| 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 | TE |
| Telephone number of sampler | Laboratory sample identification | 22-JMFPP-0091 | |
| 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
DIME Sample ID: 2022-05-27-16
DIME Test ID: 2022-05-27-16-1
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: 2022-06-17
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: Bang Nguyen
Date of test: 06/17/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2630.1 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 156.3 grams | 94.1 % | |||||
| 379.8 grams | 85.6 % | |||||
| 1122.9 grams | 57.3 % | |||||
| 282.9 grams | 35.9 % | |||||
| 494.7 grams | 20 % | |||||
| 596.3 grams | 12.3 % | |||||
| 652.8 grams | 8 % | |||||
| 680.6 grams | 5.9 % | |||||
| 697.2 grams | 4.67 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2022 ✔
