Summary for Test 2019-05-23-17-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 211775 DEA: 024E6504 EFIS: 0212000012 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-R52.5/88.4 |
| Award Date | 07/10/2017 |
| Closeout Date | 01/05/2021 |
| Work Description | WIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL |
| Location Description | SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/23/2017) |
Sample Information
| Sample Taken Date | 05/23/2019 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 05/23/2019 |
| Sample type | Verification | A brief description of the sample | Treated Virgin 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Modification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77889A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 001377 |
| 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) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 18-1001.305-23.6_ |
| The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | JMF 18-03-M2 | Lot number | 0 |
| Sublot number | 0 | JMF Verification ID | JMF3513-2019-71 |
Test Details
DIME Sample ID: 2019-05-23-17
DIME Test ID: 2019-05-23-17-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-06-28
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: Colt Sweeny
Date of test: 06/28/2019
Total mass of material in the sample: 6546.2 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: 935 grams
Cumulative mass retained on the 3/8 in. sieve: 1849 grams
Mass retained on the 1/4 in. sieve: 2833 grams
Cumulative mass retained on the #4 sieve: 3312 grams
Total sample mass passing the #4 sieve: 3234.2 grams
Total mass of fine material in the sample: 511.4 grams
Cumulative mass retained on the #8 sieve: 199.6 grams
Cumulative mass retained on the #16 sieve: 320.5 grams
Cumulative mass retained on the #30 sieve: 386.1 grams
Cumulative mass retained on the #50 sieve: 421.2 grams
Cumulative mass retained on the #100 sieve: 442.9 grams
Cumulative mass retained on the #200 sieve: 456.6 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:85.7 %
Cumulative percent passing the 3/8 in. sieve:71.8 %
Cumulative percent passing the 1/4 in. sieve:56.7 %
Cumulative percent passing the #4 sieve:49.4 %
Cumulative percent passing the #8 sieve:30.1 %
Cumulative percent passing the #16 sieve:18.4 %
Cumulative percent passing the #30 sieve:12.1 %
Cumulative percent passing the #50 sieve:8.7 %
Cumulative percent passing the #100 sieve:6.6 %
Cumulative percent passing the #200 sieve:5.29 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2019 ✔