Summary for Test 2019-03-30-1-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 212466 DEA: 080J6104 EFIS: 0800000308 Permit Numbers: 0817AOP0417 0817ADP0959 0818AUR0025 0817ARW0663 0818ART0485 |
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DIST-CO-RTE-PM | 08--15-36.4/37.6 |
Award Date | 06/30/2017 |
Closeout Date | Not set |
Work Description | Enter onto Interstate 15 right of way at Cajalco Road to reconstruct the interchange by replacing the existing 2-lane overcrossing bridge with a new six-lane bridge, reconfigure the NB ramps into a partial cloverleaf, and to relocate the SB ramps further to the west, as per permit Plans and Special |
Location Description | I-15 /Cajalco Rd Interchange, Corona |
QA Service Level | 2 (Verified on 02/12/2018) |
Sample Information
Sample Taken Date | 03/30/2019 | Sample Unique Key | 1 |
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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 | 04/11/2019 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP |
The quantity of what the sample constitutes | JMF 8 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | All American Asphalt | Last name of sampler or witnessed by | Corona |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0224A-19 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt Corona | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0005::ALL AMERICAN ASPHALT |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP | The fabricator/manufacturer designation for the sample | 106927 |
The plant number | Unknown | A detailed description of where the material sample was collected | Manufacturer |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-03-30-1
DIME Test ID: 2019-03-30-1-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-04-30
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 04/13/2019
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 81 %
Cumulative percent passing the 3/8 in. sieve: 63 %
Cumulative percent passing the 1/4 in. sieve: 63 %
Cumulative percent passing the #4 sieve: 36 %
Cumulative percent passing the #8 sieve: 23 %
Cumulative percent passing the #16 sieve: 15 %
Cumulative percent passing the #30 sieve: 10 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2019 ✔