Summary for Test 2022-02-14-59-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214899 DEA: 033H4504 EFIS: 0318000001 |
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DIST-CO-RTE-PM | 03-ED-50-33.8/34.2 |
Award Date | 07/29/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY. |
Location Description | EL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE |
QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
Sample Taken Date | 02/14/2022 | Sample Unique Key | 59 |
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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 | 03/29/2022 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A |
The quantity of what the sample constitutes | Bags of Aggregate | From where was the sample collected | Source |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | O'Halloran |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Grantline | 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) | 91-34-0047 |
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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 | Hot Bins | |
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: 2022-02-14-59
DIME Test ID: 2022-02-14-59-1
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: 2022-06-06
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 Vang
Date of test: 03/30/2022
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: 85 %
Cumulative percent passing the 3/8 in. sieve: 68 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 5.5 %
General comments (publicly viewable) (Max 1000 characters): JMF22-007
Test was verified on 6/6/2022 ✔