Summary for Test 2021-06-24-35-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214293 DEA: 060S4604 EFIS: 0615000038 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R0.9/R5.0 |
| Award Date | 12/05/2019 |
| Closeout Date | 05/11/2023 |
| Work Description | REPLACE CONCRETE AND ASPHALT PAVEMENT. |
| Location Description | FRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/05/2019) |
Sample Information
| Sample Taken Date | 06/24/2021 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/13/2021 | Sample type | Dispute Resolution |
| A brief description of the sample | Cold Feed | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | na |
| Last name of sampler or witnessed by | na | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 21-HMA-0179 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CMI Fresno | |
| Transportation Laboratory (TL) Number | c040331 | 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) | --- |
|---|---|---|---|
| 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 | 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 | 4 | |
| Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-24-35
DIME Test ID: 2021-06-24-35-1
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: 2021-10-22
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: Ryan Kester
Date of test: 10/22/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5290.9 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 50.3 grams | 99 % | |||||
| 1385.7 grams | 73.8 % | |||||
| 2644.4 grams | 50 % | |||||
| 3532.4 grams | 33.2 % | |||||
| 172.6 grams | 24.5 % | |||||
| 330.4 grams | 16.5 % | |||||
| 431.3 grams | 11.4 % | |||||
| 502.3 grams | 7.8 % | |||||
| 550.5 grams | 5.4 % | |||||
| 583.8 grams | 3.69 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2021 ✔