Summary for Test 2022-03-23-37-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215148 DEA: 081E8404 EFIS: 0814000113 |
|---|---|
| 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 | 03/23/2022 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 03/25/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" RHMA-G Mix ID CHP-68E |
| The quantity of what the sample constitutes | 2 Bags Combined Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Matich | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Matich Cabazon | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Surface | |
| 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
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DIME Sample ID: 2022-03-23-37
DIME Test ID: 2022-03-23-37-1
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: 2022-06-16
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: C. Ozuruigbo
Date of test: 03/26/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 97 % | ||||||
| 87 % | ||||||
| 74 % | ||||||
| 38 % | ||||||
| 23 % | ||||||
| 15 % | ||||||
| 12 % | ||||||
| 8 % | ||||||
| 5 % | ||||||
| 3 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/16/2022 ✔