Summary for Test 2024-11-18-35-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 0422825 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
| Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 11/18/2024 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 11/19/2024 |
| Sample type | Quality Assurance | A brief description of the sample | three quarter inch HMA Type A |
| The quantity of what the sample constitutes | 1 Bag of Aggregate, 1 Bag of RAP | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jose Leon | Last name of sampler or witnessed by | Amparan |
| Title of sampler | QA LabTechnician | Telephone number of sampler | 8317060175 |
| Laboratory sample identification | Rich_24_155 | Linked DIME Sample ID | 2024-11-18-24 |
| The fabricator/manufacturer/facility name | Dutra Richmond | 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) | 91-21-0008 |
|---|---|---|---|
| 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 | Drum Plant | |
| 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 | 9 | |
| Sublot number | 1 | Aggregate Mix Number | L240097 |
Test Details
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DIME Sample ID: 2024-11-18-35
DIME Test ID: 2024-11-18-35-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-12-19
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: Jose Leon Amparan
Date of test: 11/19/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 9704.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 200.0 grams | 98 % | |||||
| 1518.0 grams | 84 % | |||||
| 3258.0 grams | 66 % | |||||
| 6006.0 grams | 38 % | |||||
| 511.4 grams | ||||||
| 201.5 grams | 23 % | |||||
| 302.7 grams | 16 % | |||||
| 361.1 grams | 11 % | |||||
| 403.7 grams | 8 % | |||||
| 438.3 grams | 5 % | |||||
| 464.8 grams | 3.5 % | |||||
| 468.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/19/2024 ✔