Summary for Test 2026-08-22-20-5
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995520 DEA: 041Y7004 EFIS: 0423000016 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,SOL-80-13.8/14.1,0.0/0.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | AL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE |
| Location Description | CONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION |
| QA Service Level | 1 (Verified on 12/06/2023) |
Sample Information
| Sample Taken Date | 08/22/2026 | Sample Unique Key | 20 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/22/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/8 HMA-A |
| The quantity of what the sample constitutes | 80 tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Casey | Last name of sampler or witnessed by | Farrington |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marrieta | 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) | Plant |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Martin Marrieta | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | 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 | 1 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-08-22-20
DIME Test ID: 2026-08-22-20-5
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: 2026-09-01
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?: No
Input Type: Measured
Tester's full name: Casey Farrington
Date of test: 08/22/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1196.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 24.9 grams | 98 % | |||||
| 285.9 grams | 76 % | |||||
| 511.2 grams | 57 % | |||||
| 687.6 grams | 43 % | |||||
| 810.6 grams | 32 % | |||||
| 918.0 grams | 23 % | |||||
| 1007.0 grams | 16 % | |||||
| 1063.0 grams | 11 % | |||||
| 0.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2026 ✔