Summary for Test 2021-06-03-14-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 215148 DEA: 081E8404 EFIS: 0814000113 |
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DIST-CO-RTE-PM | 08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6 |
Award Date | 12/11/2020 |
Closeout Date | 03/01/2023 |
Work Description | REPLACE ROADWAY WITH RHMA-G AND HMA. |
Location Description | IN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL |
QA Service Level | 1 (Verified on 03/18/2021) |
Sample Information
Sample Taken Date | 06/03/2021 | Sample Unique Key | 14 |
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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 | 06/04/2021 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" RHMA-G-SP 0.5% LAS |
The quantity of what the sample constitutes | 8 Bags of Coldfeed | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Oluoha |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0331G-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Matich Corporation | 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) | 91-33-0008, 91-36-0040 |
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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 | |
The plant number | CHP 68E | A detailed description of where the material sample was collected | Belt Cut at Matich Cabazon 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 | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-03-14
DIME Test ID: 2021-06-03-14-1
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: 2021-06-24
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: Satish Jain/Dominic Montemayor
Date of test: 06/07/2021
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 37 %
Cumulative percent passing the #8 sieve: 21 %
Cumulative percent passing the #16 sieve: 15 %
Cumulative percent passing the #30 sieve: 11 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.1 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 6/24/2021 ✔