Summary for Test 2023-07-27-57-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994998 DEA: 061E5704 EFIS: 0622000070 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-145-26.1/34/1, 2.0/8.0 |
| Award Date | 04/18/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | Cold plane asphalt concrete pavement and place RHMA. |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13 |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 07/27/2023 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 07/27/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA PG 64-16 |
| The quantity of what the sample constitutes | 750 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Mills |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga | 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) | 91-10-0005 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | 21j027 | Lot number | 2 |
| Sublot number | 7 | Aggregate Mix Number | 21j027 |
Test Details
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DIME Sample ID: 2023-07-27-57
DIME Test ID: 2023-07-27-57-1
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: 2023-08-01
Test Results
What type of gradation is being tested?: HMA 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: 07/27/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7099.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 396.0 grams | 94 % | |||||
| 1282.0 grams | 82 % | |||||
| 4524.0 grams | 36 % | |||||
| 485.9 grams | ||||||
| 240.2 grams | 18 % | |||||
| 323.8 grams | 12 % | |||||
| 367.2 grams | 9 % | |||||
| 399.4 grams | 6 % | |||||
| 429.2 grams | 4 % | |||||
| 449.0 grams | 2.7 % | |||||
| 450.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/1/2023 ✔