Summary for Test 2023-08-28-26-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R100.8/R101.8 |
| Award Date | 02/07/2023 |
| Closeout Date | 08/29/2025 |
| Work Description | HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW. |
| Location Description | SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE |
| QA Service Level | 1 (Verified on 03/30/2023) |
Sample Information
| Sample Taken Date | 08/28/2023 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 08/30/2023 |
| Sample type | Verification | A brief description of the sample | PSUE 1" HMA-A-SP R25 1.0% LSM |
| The quantity of what the sample constitutes | 8 Bags Of Bin Agg., 3 Bags Comb. Agg. 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Blue Diamond | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0440A-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Diamond Materials-Victorville | 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) | 91-36-0046, 91-36-0106 |
|---|---|---|---|
| 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 | Belt Cut at Blue Diamond Victorville Plant | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | 300222-WM R25 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-28-26
DIME Test ID: 2023-08-28-26-1
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: 2023-10-26
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?: Yes
Input Type: Calculated
Tester's full name: Satish Jain/David Padilla/Ali Rehman
Date of test: 09/02/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 85 % | ||||||
| 64 % | ||||||
| 60 % | ||||||
| 47 % | ||||||
| 38 % | ||||||
| 26 % | ||||||
| 16 % | ||||||
| 8 % | ||||||
| 2 % | ||||||
| 1.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined L.T. Aggregate Gradation
Test was verified on 10/26/2023 ✔