Summary for Test 2020-08-13-22-9
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 |
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DIST-CO-RTE-PM | 03-ED-50-18.5/24.2 |
Award Date | 05/04/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY. |
Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD |
QA Service Level | 1 (Verified on 03/18/2020) |
Sample Information
Sample Taken Date | 08/13/2020 | Sample Unique Key | 22 |
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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 | 08/14/2020 |
Sample type | Verification | A brief description of the sample | 3/4 inch HMA - A |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | O'Halloran (WITNESS) |
Title of sampler | Teichert Personnel | Telephone number of sampler | |
Laboratory sample identification | JMF20-035 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert Aggregates - Grantline Plant | Transportation Laboratory (TL) Number | c765906 |
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 | Batch Plant 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: 2020-08-13-22
DIME Test ID: 2020-08-13-22-9
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: 2020-12-30
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: 08/17/2020
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters): JMF20-035. Test date estimated.
Test was verified on 12/30/2020 ✔