Summary for Test 2019-05-09-8-1
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 | 05/09/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 05/13/2019 |
| Sample type | Verification | A brief description of the sample | Treated, Virgin, 1/2 inch Type A |
| 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 | D77878A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shasta Ranch Aggregates | Transportation Laboratory (TL) Number | 001909 |
| 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-S2 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-05-09-8
DIME Test ID: 2019-05-09-8-1
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: 2019-06-13
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: Arthur Mills and T. McCormick
Date of test: 05/13/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2597.7 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 96.0 grams | 96.3 % | |||||
| 292.0 grams | 88.8 % | |||||
| 828 grams | 68.1 % | |||||
| 1212.0 grams | 53.3 % | |||||
| 213.2 grams | 30.8 % | |||||
| 316.0 grams | 19.9 % | |||||
| 373.2 grams | 13.8 % | |||||
| 411.4 grams | 9.8 % | |||||
| 435.7 grams | 7.2 % | |||||
| 451.2 grams | 5.6 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/13/2019 ✔