Summary for Test 2019-10-14-30-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213750 DEA: 120K0224 EFIS: 1214000097 |
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DIST-CO-RTE-PM | 12-ORA-5-14.5/17.1 |
Award Date | 03/05/2019 |
Closeout Date | Not set |
Work Description | South County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS. |
Location Description | ORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING |
QA Service Level | 1 (Verified on 04/15/2019) |
Sample Information
Sample Taken Date | 10/14/2019 | Sample Unique Key | 30 |
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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 | 10/23/2019 |
Sample type | Verification | A brief description of the sample | 3/4 RHMA-G-SP |
The quantity of what the sample constitutes | JMF 4 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | All American Asphalt Corona | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0658G-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 | ||
Structure name |
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 RHMA-G-SP | The fabricator/manufacturer designation for the sample | 106835 |
The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at All American Irvine Plant |
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: 2019-10-14-30
DIME Test ID: 2019-10-14-30-1
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: 2020-05-07
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: 11/14/2019
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: 96 %
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: 30 %
Cumulative percent passing the #8 sieve: 18 %
Cumulative percent passing the #16 sieve: 12 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2 %
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 5/7/2020 ✔