Summary for Test 2023-08-23-101-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994731 DEA: 040Y3004 EFIS: 0422000265 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-92-R10.4/R12.0 |
| Award Date | 06/21/2023 |
| Closeout Date | 03/04/2024 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA-G. |
| Location Description | SAN MATEO COUNTY IN AND NEAR SAN MATEO FROM 0.2 MILE WEST OF ALAMEDA DE LAS PULGAS OVERCROSSING TO 92/101 SEPARATION |
| QA Service Level | 1 (Verified on 05/09/2023) |
Sample Information
| Sample Taken Date | 08/23/2023 | Sample Unique Key | 101 |
|---|---|---|---|
| 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 | 08/23/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA-G |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Holie | Last name of sampler or witnessed by | Sada |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Materials - Pleasanton | 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) | 91-01-0010 |
|---|---|---|---|
| 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 | Where material enters the drier drum mixer | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 3 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-23-101
DIME Test ID: 2023-08-23-101-2
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-12-22
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: Luis Magana
Date of test: 08/24/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4556.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 140.0 grams | 97 % | |||||
| 800.0 grams | 82 % | |||||
| 2625.0 grams | 42 % | |||||
| 496 grams | ||||||
| 255.0 grams | 20 % | |||||
| 357.0 grams | 12 % | |||||
| 403.0 grams | 8 % | |||||
| 433.0 grams | 5 % | |||||
| 456.0 grams | 3 % | |||||
| 469.6 grams | 2.2 % | |||||
| 469.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2023 ✔