Test 2020-11-13-18-1 (AASHTO T27-14) Summary
Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 59--- | ||
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. | ||
| Location Description | Not set | ||
Sample Information
| Sample Taken Date | 11/13/2020 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 2/3/2021 |
| Sample type | Verification | A brief description of the sample | Bagged aggreagte - Drum Plant |
| The quantity of what the sample constitutes | Bags of aggregate | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Daniels |
| Title of sampler | Laboratory sample identification | 21-JMFPP-0016 | |
| The fabricator/manufacturer/facility name | Granite Construction Company | Transportation Laboratory (TL) Number | |
| 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) | 91-39-0002 |
|---|---|---|---|
| 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 | Plant | |
| 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 | JMF Verification ID | JMF3513-2020-224 |
Test Details
DIME Sample ID: 2020-11-13-18
DIME Test ID: 2020-11-13-18-1
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: 2021-02-09
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: Ryan Kester
Date of test: 02/08/2021
Total mass of material in the sample: 2253.7 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: 75 grams
Cumulative mass retained on the 3/8 in. sieve: 346.9 grams
Cumulative mass retained on the #4 sieve: 1452.1 grams
Total sample mass passing the #4 sieve: 801.6 grams
Total mass of fine material in the sample: 801.2 grams
Cumulative mass retained on the #8 sieve: 370.2 grams
Cumulative mass retained on the #16 sieve: 536.3 grams
Cumulative mass retained on the #30 sieve: 629.1 grams
Cumulative mass retained on the #50 sieve: 687.3 grams
Cumulative mass retained on the #100 sieve: 728.6 grams
Cumulative mass retained on the #200 sieve: 749.3 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:96.7 %
Cumulative percent passing the 3/8 in. sieve:84.6 %
Cumulative percent passing the #4 sieve:35.6 %
Cumulative percent passing the #8 sieve:19.2 %
Cumulative percent passing the #16 sieve:11.8 %
Cumulative percent passing the #30 sieve:7.6 %
Cumulative percent passing the #50 sieve:5.1 %
Cumulative percent passing the #100 sieve:3.2 %
Cumulative percent passing the #200 sieve:2.31 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 02/09/2021 ✔