Summary for Test 2023-09-08-50-6
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994812 DEA: 042K7204 EFIS: 0417000014 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-4-R14.3/24.3 |
| Award Date | 03/23/2023 |
| Closeout Date | 10/06/2025 |
| Work Description | Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail. |
| Location Description | On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing. |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 09/08/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 10/02/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4-Inch HMA - SP Type A PG 58-22VL |
| The quantity of what the sample constitutes | 5640g | From where was the sample collected | Source |
| First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | Hall |
| Title of sampler | Telephone number of sampler | 7072999133 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Pleasanton Drier Drum | 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 | Sample Pickup From 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 | ||
| Sublot number | Aggregate Mix Number | 3923 |
Test Details
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DIME Sample ID: 2023-09-08-50
DIME Test ID: 2023-09-08-50-6
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-10-25
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: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 10/02/2023
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 5 % | ||||||
| 650 % | ||||||
| 181 % | ||||||
| 244 % | ||||||
| 277 % | ||||||
| 309 % | ||||||
| 337 % | ||||||
| 356 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Virgin Results
3/4=25
1/2=755
3/8=1545
4=2795
8=278
16=362
30=405
50=435
100=455
200=465
Test was verified on 10/25/2023 ✔