Summary for Test 2022-08-09-54-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 993628 DEA: 081M0504 EFIS: 0821000064 |
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DIST-CO-RTE-PM | 08-RIV-15,215-23.9/33.4,R8.4/41.5 |
Award Date | 05/02/2022 |
Closeout Date | 02/24/2023 |
Work Description | COLD PLANE AC PVMT, RHMA, AND REPLACE ASPHALT CONCRETE SURFACING. |
Location Description | RIVERSIDE COUNTY ON ROUTE 15 FROM 0.1 MILE NORTH OF NICHOLS ROAD OVERCROSSING TO 0.1 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING AND ON ROUTE 215 FROM 1.1 MILES SOUTH OF MURRIETA HOT SPRINGS ROAD UNDERCROSSING TO UNIVERSITY AVENUE UNDERCROSSING. |
QA Service Level | 1 (Verified on 02/24/2023) |
Sample Information
Sample Taken Date | 08/09/2022 | Sample Unique Key | 54 |
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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 | 08/10/2022 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" RHMA-G-SP |
The quantity of what the sample constitutes | 1 Bags Of Combined Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Capacete |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0476G-22 | 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 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 106835 | A detailed description of where the material sample was collected | Belt Cut at All American Corona Plant |
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: 2022-08-09-54
DIME Test ID: 2022-08-09-54-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-09-19
Test Results
What type of gradation is being tested?: Combined 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: Kalpesh Patel
Date of test: 08/10/2022
Cumulative percent passing the 2 in. sieve: 100 %
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: 78 %
Cumulative percent passing the 3/8 in. sieve: 60 %
Cumulative percent passing the #4 sieve: 28 %
Cumulative percent passing the #8 sieve: 16 %
Cumulative percent passing the #16 sieve: 11 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2022 ✔