Summary for Test 2021-06-03-17-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
| QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
| Sample Taken Date | 06/03/2021 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 06/03/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Coldfeed Lime Treated 3/4" Agg |
| The quantity of what the sample constitutes | PSE at 395 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | D. | Last name of sampler or witnessed by | Owens |
| Title of sampler | PEI | Telephone number of sampler | |
| Laboratory sample identification | D78823 | Linked DIME Sample ID | 2021-06-03-18 |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 779366 |
| 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 |
|---|---|---|---|
| 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 | Sampling device at plant | |
| Where the material sample would have been placed if not sampled | 02 SIS 3 | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-03-17
DIME Test ID: 2021-06-03-17-1
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: 2021-08-27
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: 06/04/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5521.6 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 492.0 grams | 91.1 % | |||||
| 1717.0 grams | 68.9 % | |||||
| 2867 grams | 48.1 % | |||||
| 3241.0 grams | 41.3 % | |||||
| 172.9 grams | 27 % | |||||
| 282.5 grams | 17.9 % | |||||
| 352.5 grams | 12.1 % | |||||
| 396.9 grams | 8.5 % | |||||
| 425.7 grams | 6.1 % | |||||
| 442.7 grams | 4.67 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/27/2021 ✔