Test 2020-06-02-5-1 (AASHTO T27-14) Summary
Project Information
Project Identifiers | Project ID: 213808 DEA: 080N6704 EFIS: 0800000536 | ||
---|---|---|---|
DIST-CO-RTE-PM | 08-RIV-74-28.1/37.4 | ||
Work Description | CONSTRUCT RAISED MEDIAN AND LEFT TURN LANES. | ||
Location Description | RIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE. |
Sample Information
Sample Taken Date | 6/2/2020 | Sample Unique Key | 5 |
---|---|---|---|
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 | 6/3/2020 |
Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R24 Aggregates and RAP |
The quantity of what the sample constitutes | PSUE 9 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | California Commercial Asphalt Lake Elsinore | Last name of sampler or witnessed by | QC |
Title of sampler | Laboratory sample identification | 0293A-20 | |
The fabricator/manufacturer/facility name | California Commecial Asphalt Lake Elsinore | 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 or name of Pit) | 91-33-0098, 91-33-0011 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R24 | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 53417315 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | JMF Verification ID |
Test Details
DIME Sample ID: 2020-06-02-5
DIME Test ID: 2020-06-02-5-1
Testing Lab: CT - 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: 2020-06-10
Test Results
What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: Larry Diaz, Satish Jain
Date of test: 06/04/2020
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:97 %
Cumulative percent passing the 1/2 in. sieve:76 %
Cumulative percent passing the 3/8 in. sieve:62 %
Cumulative percent passing the #4 sieve:42 %
Cumulative percent passing the #8 sieve:30 %
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:6 %
Cumulative percent passing the #200 sieve:4 %
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 06/10/2020 ✔