Summary for Test 2021-04-30-9-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215405 DEA: 032G1604 EFIS: 0320000235 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-45-0.6/12.9 |
| Award Date | 02/16/2021 |
| Closeout Date | 06/30/2021 |
| Work Description | COLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT. |
| Location Description | YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD |
| QA Service Level | 1 (Verified on 01/18/2021) |
Sample Information
| Sample Taken Date | 04/30/2021 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 04/30/2021 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Sam | Last name of sampler or witnessed by | Mosallem |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 21-HMA-0084 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C783769 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | na |
|---|---|---|---|
| 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 | Hallwood 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 | 2 | |
| Sublot number | 4 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-30-9
DIME Test ID: 2021-04-30-9-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-05-07
Test Results
What type of gradation is being tested?: HMA Gradation
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: Ryan Kester
Date of test: 05/03/2021
Total mass of material in the sample: 6240.1 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 20.8 grams
Cumulative mass retained on the 1/2 in. sieve: 768.1 grams
Cumulative mass retained on the 3/8 in. sieve: 1941.7 grams
Cumulative mass retained on the #4 sieve: 3453.9 grams
Cumulative mass retained on the #8 sieve: 135.8 grams
Cumulative mass retained on the #16 sieve: 258.1 grams
Cumulative mass retained on the #30 sieve: 338.7 grams
Cumulative mass retained on the #50 sieve: 392.9 grams
Cumulative mass retained on the #100 sieve: 431.4 grams
Cumulative mass retained on the #200 sieve: 456.5 grams
Cumulative mass retained on the pan: no data
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99.7 %
Cumulative percent passing the 1/2 in. sieve: 87.7 %
Cumulative percent passing the 3/8 in. sieve: 68.9 %
Cumulative percent passing the #4 sieve: 44.6 %
Cumulative percent passing the #8 sieve: 32.8 %
Cumulative percent passing the #16 sieve: 22.2 %
Cumulative percent passing the #30 sieve: 15.2 %
Cumulative percent passing the #50 sieve: 10.5 %
Cumulative percent passing the #100 sieve: 7.1 %
Cumulative percent passing the #200 sieve: 4.94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2021 ✔