Test 2019-11-06-5-1 (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 | 11/6/2019 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 11/8/2019 |
| Sample type | Verification | A brief description of the sample | 3/4inch RHMA-G SP WMA |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Donald | Last name of sampler or witnessed by | Zuniga |
| Title of sampler | Laboratory sample identification | ||
| The fabricator/manufacturer/facility name | Syar Lake Herman Batch | 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) | 91-48-0002::LAKE HERMAN QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile @ Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | JMF Verification ID | JMF3513-2019-81 |
Test Details
DIME Sample ID: 2019-11-06-5
DIME Test ID: 2019-11-06-5-1
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: 2019-12-09
Test Results
What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Measured
Tester's full name: PM/RK
Date of test: 11/26/2019
Total mass of material in the sample: 6199.4 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: 137.5 grams
Cumulative mass retained on the 1/2 in. sieve: 976 grams
Cumulative mass retained on the 3/8 in. sieve: 1923.2 grams
Mass retained on the 1/4 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 4314.4 grams
Total sample mass passing the #4 sieve: 1885 grams
Total mass of fine material in the sample: 595.3 grams
Cumulative mass retained on the #8 sieve: 318.5 grams
Cumulative mass retained on the #16 sieve: 417.8 grams
Cumulative mass retained on the #30 sieve: 455.5 grams
Cumulative mass retained on the #50 sieve: 490.8 grams
Cumulative mass retained on the #100 sieve: 520.7 grams
Cumulative mass retained on the #200 sieve: 538.1 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:97.8 %
Cumulative percent passing the 1/2 in. sieve:84.3 %
Cumulative percent passing the 3/8 in. sieve:69 %
Cumulative percent passing the 1/4 in. sieve:100 %
Cumulative percent passing the #4 sieve:30.4 %
Cumulative percent passing the #8 sieve:14.1 %
Cumulative percent passing the #16 sieve:9.1 %
Cumulative percent passing the #30 sieve:7.1 %
Cumulative percent passing the #50 sieve:5.3 %
Cumulative percent passing the #100 sieve:3.8 %
Cumulative percent passing the #200 sieve:2.92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/09/2019 ✔