Summary for Test 2020-01-27-25-1
Test performed: AASHTO T27-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 213596 DEA: 051C8904 EFIS: 0513000009 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-87.3/R91.5 |
| Award Date | 12/13/2018 |
| Closeout Date | 08/23/2023 |
| Work Description | PRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS. |
| Location Description | MONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD |
| QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
| Sample Taken Date | 01/27/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/12/2020 | Sample type | Verification |
| A brief description of the sample | Aggregate for HMA-A | The quantity of what the sample constitutes | One JMF Renewal |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Anthony |
| Last name of sampler or witnessed by | Romiza | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 20-J-002 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Graniterock Aromas Drum Plant | |
| 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) | 91-35-0012::A.R. WILSON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | From the plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-01-27-25
DIME Test ID: 2020-01-27-25-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-02-24
Test Results
What type of gradation is being tested?: Combined 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: Daniel Gingras
Date of test: 02/14/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 8223.2 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 140.8 grams | 98 % | |||||
| 637.0 grams | 90.5 % | |||||
| 2191.8 grams | 63.9 % | |||||
| 112.2 grams | 43.5 % | |||||
| 78.4 grams | 29.3 % | |||||
| 58.1 grams | 18.7 % | |||||
| 48.3 grams | 9.9 % | |||||
| 29.5 grams | 4.6 % | |||||
| 10.1 grams | 2.7 % | |||||
| 15.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/24/2020 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.