Summary for Test 2020-06-11-64-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 212866 DEA: 021H9704 EFIS: 0216000051 |
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DIST-CO-RTE-PM | 02-TEH-36-12.6/13.1 |
Award Date | 11/25/2019 |
Closeout Date | 10/06/2020 |
Work Description | CURVE REALIGNMENT AND HMA PAVING. |
Location Description | TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 06/11/2020 | Sample Unique Key | 64 |
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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 | 06/11/2020 |
Sample type | Acceptance | A brief description of the sample | 3/4" RHMA G |
The quantity of what the sample constitutes | not identified | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Lockett |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78471 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 736622 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057 |
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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 | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-06-11-64
DIME Test ID: 2020-06-11-64-1
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: 2020-09-29
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Arthur Mills
Date of test: 09/08/2020
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 37 %
Cumulative percent passing the #8 sieve: 21 %
Cumulative percent passing the #16 sieve: 14 %
Cumulative percent passing the #30 sieve: 10 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/29/2020 ✔