Summary for Test 2020-10-05-42-9
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
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DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
Award Date | 05/01/2019 |
Closeout Date | 02/22/2024 |
Work Description | Not set |
Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 10/05/2020 | Sample Unique Key | 42 |
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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 | 10/06/2020 |
Sample type | Verification | A brief description of the sample | Virgin Aggregate 1/2-inch Untreated, 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 | Unknown (WITNESS) | Last name of sampler or witnessed by | Granite Personnel (SAMPLER) |
Title of sampler | Granite Personnel | Telephone number of sampler | |
Laboratory sample identification | JMF20-039 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company - Bradshaw | Transportation Laboratory (TL) Number | |
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) | 91-34-0060::VINEYARD SOUTH |
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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 | Cold Feed | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
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No assigned tests for this sample. |
Test Details
DIME Sample ID: 2020-10-05-42
DIME Test ID: 2020-10-05-42-9
Testing Lab: CT D03 - Olivehurst 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: 2021-03-10
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): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 10/06/2020
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 99 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 52 %
Cumulative percent passing the #8 sieve: 33 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.4 %
General comments (publicly viewable) (Max 1000 characters): JMF20-039. Test date estimated.
Test was verified on 3/10/2021 ✔