Test 2020-08-14-25-1 (AASHTO T27-14) Summary
Project Information
| Project Identifiers | Project ID: 214802 DEA: 031G7004 EFIS: 0319000135 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 03-SUT-99-28.0/30.6 | ||
| 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 | ||
Sample Information
| Sample Taken Date | 8/14/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 8/20/2020 |
| 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 | Laboratory sample identification | 20-HMA-0166 |
| The fabricator/manufacturer/facility name | Desilva Gates-Marysville | Transportation Laboratory (TL) Number | C801769 |
| 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 | 1 | |
| Sublot number | 11 | HMA Design ID |
Test Details
DIME Sample ID: 2020-08-14-25
DIME Test ID: 2020-08-14-25-1
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: 2020-08-27
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: Jay Horton
Date of test: 08/25/2020
Total mass of material in the sample: 2560.2 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: 100.4 grams
Cumulative mass retained on the 3/8 in. sieve: 448.4 grams
Cumulative mass retained on the #4 sieve: 1693.6 grams
Total sample mass passing the #4 sieve: 866.4 grams
Total mass of fine material in the sample: 431.8 grams
Cumulative mass retained on the #8 sieve: 210.6 grams
Cumulative mass retained on the #16 sieve: 296.9 grams
Cumulative mass retained on the #30 sieve: 337.4 grams
Cumulative mass retained on the #50 sieve: 361.8 grams
Cumulative mass retained on the #100 sieve: 376.9 grams
Cumulative mass retained on the #200 sieve: 388.5 grams
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:100 %
Cumulative percent passing the 1/2 in. sieve:96.1 %
Cumulative percent passing the 3/8 in. sieve:82.5 %
Cumulative percent passing the #4 sieve:33.8 %
Cumulative percent passing the #8 sieve:17.3 %
Cumulative percent passing the #16 sieve:10.6 %
Cumulative percent passing the #30 sieve:7.4 %
Cumulative percent passing the #50 sieve:5.5 %
Cumulative percent passing the #100 sieve:4.3 %
Cumulative percent passing the #200 sieve:3.39 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 08/27/2020 ✔