Summary for Test 2020-08-06-27-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214802 DEA: 031G7004 EFIS: 0319000135 |
|---|---|
| DIST-CO-RTE-PM | 03-SUT-99-28.0/30.6 |
| Award Date | 05/18/2020 |
| Closeout Date | 03/16/2021 |
| Work Description | COLD PLANE AC PAVEMENT, RHMA OVERLAY, & INDUCTIVE LOOP DETECTORS. |
| Location Description | SUTTER COUNTY IN AND NEAR YUBA CITY FROM 0.1 MILE NORTH OF SMITH ROAD TO ROUTE 20 |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 08/06/2020 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 08/10/2020 |
| Sample type | Acceptance | A brief description of the sample | 1/2" cold feed RHMA-O |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Bamfield |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | 20-HMA-0158 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Desilva Gates | Transportation Laboratory (TL) Number | C557548 |
| 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) | not provided |
|---|---|---|---|
| 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 | Auto Sampler at sources | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | HMA Design ID |
Test Details
DIME Sample ID: 2020-08-06-27
DIME Test ID: 2020-08-06-27-1
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: 2020-08-14
Test Results
What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 08/12/2020
Total mass of material in the sample: 5029.9 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 247.6 grams
Cumulative mass retained on the 3/8 in. sieve: 871 grams
Cumulative mass retained on the #4 sieve: 3039.8 grams
Total sample mass passing the #4 sieve: 1970.2 grams
Total mass of fine material in the sample: 582.3 grams
Cumulative mass retained on the #8 sieve: 333.9 grams
Cumulative mass retained on the #16 sieve: 442.3 grams
Cumulative mass retained on the #30 sieve: 489.3 grams
Cumulative mass retained on the #50 sieve: 514.2 grams
Cumulative mass retained on the #100 sieve: 527.9 grams
Cumulative mass retained on the #200 sieve: 538.4 grams
Cumulative percent passing the 1 1/2 in. sieve:0 %
Cumulative percent passing the 1 in. sieve:0 %
Cumulative percent passing the 3/4 in. sieve:0 %
Cumulative percent passing the 1/2 in. sieve:95.1 %
Cumulative percent passing the 3/8 in. sieve:82.7 %
Cumulative percent passing the #4 sieve:39.6 %
Cumulative percent passing the #8 sieve:16.9 %
Cumulative percent passing the #16 sieve:9.5 %
Cumulative percent passing the #30 sieve:6.3 %
Cumulative percent passing the #50 sieve:4.6 %
Cumulative percent passing the #100 sieve:3.7 %
Cumulative percent passing the #200 sieve:2.99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2020 ✔