Summary for Test 2023-10-30-98-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 10/30/2023 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 | 01/11/2024 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4" HMA-A w/15% RAP, WMA |
| The quantity of what the sample constitutes | 2 Bags Aggregate | From where was the sample collected | Source |
| First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Engen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 24-Dispute-0003 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | SPM AVENAL | Transportation Laboratory (TL) Number | C979514 |
| 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) | 91-10-0006 |
|---|---|---|---|
| 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 | HMA Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 3 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-10-30-98
DIME Test ID: 2023-10-30-98-1
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: 2024-01-17
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 01/17/2024
| Individual Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5479.4 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 38.3 grams | 99 % | |||||
| 692.9 grams | 87 % | |||||
| 940.4 grams | 69 % | |||||
| 1420.0 grams | 44 % | |||||
| 594 grams | ||||||
| 247.8 grams | 26 % | |||||
| 153.1 grams | 14 % | |||||
| 79.6 grams | 8 % | |||||
| 42.9 grams | 5 % | |||||
| 22.7 grams | 4 % | |||||
| 15.1 grams | 2.4 % | |||||
| 1.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2024 ✔