Summary for Test 2023-04-20-63-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 04/20/2023 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 04/21/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-SP Type A |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Roman |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Dutra San Rafael | 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) | 91-21-0008 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed Conveyor | |
| 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 | 4 | |
| Sublot number | 20 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-20-63
DIME Test ID: 2023-04-20-63-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-05-10
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: Cody Cordero
Date of test: 04/21/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 8440 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 190 grams | 98 % | |||||
| 1160 grams | 86 % | |||||
| 2550 grams | 70 % | |||||
| 4520 grams | 46 % | |||||
| 479 grams | ||||||
| 189 grams | 28 % | |||||
| 285 grams | 19 % | |||||
| 337 grams | 14 % | |||||
| 374 grams | 10 % | |||||
| 405 grams | 7 % | |||||
| 425.1 grams | 5.2 % | |||||
| 428.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/10/2023 ✔