Summary for Test 2023-06-23-31-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215420 DEA: 060R2104 EFIS: 0614000058 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-41-6.2/9.2 |
| Award Date | 01/18/2023 |
| Closeout Date | Not set |
| Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
| QA Service Level | 1 (Verified on 01/06/2021) |
Sample Information
| Sample Taken Date | 06/23/2023 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 06/26/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 500 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | salah | Last name of sampler or witnessed by | Ali |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Austin Base Rock | 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) | 91-20-0016 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Base Rock | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | STA 13800 | |
| 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 |
Test Details
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DIME Sample ID: 2023-06-23-31
DIME Test ID: 2023-06-23-31-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-06-28
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: Measured
Tester's full name: Allen Oliver
Date of test: 06/26/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 10904 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 331.0 grams | 97 % | |||||
| 1826.0 grams | 83 % | |||||
| 3190.0 grams | 71 % | |||||
| 4919.0 grams | 55 % | |||||
| 516.9 grams | ||||||
| 129.0 grams | 41 % | |||||
| 233.0 grams | 30 % | |||||
| 303.0 grams | 23 % | |||||
| 356.0 grams | 17 % | |||||
| 406.0 grams | 12 % | |||||
| 445.5 grams | 7.6 % | |||||
| 450.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2023 ✔