Summary for Test 2019-04-25-9-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-R7.6/18.3 |
| Award Date | 08/24/2018 |
| Closeout Date | 09/02/2020 |
| Work Description | PAVEMENT PRESERVATION |
| Location Description | SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 04/25/2019 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 04/25/2019 |
| Sample type | Verification | A brief description of the sample | Combined 1/2 inch Type A (Virgin Aggregate) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D77849A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shasta Ranch Aggregates | Transportation Laboratory (TL) Number | 001905 |
| 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) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | L190278 |
| The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | JMF 19-08-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-25-9
DIME Test ID: 2019-04-25-9-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-05-23
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/26/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5899.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 224.0 grams | 96.2 % | |||||
| 738.0 grams | 87.5 % | |||||
| 2208 grams | 62.6 % | |||||
| 3110.0 grams | 47.3 % | |||||
| 227.4 grams | 26.3 % | |||||
| 329.7 grams | 16.9 % | |||||
| 382.3 grams | 12 % | |||||
| 418.5 grams | 8.7 % | |||||
| 443.0 grams | 6.4 % | |||||
| 458.5 grams | 5 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/23/2019 ✔