Summary for Test 2020-04-20-18-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214589 DEA: 020J1604 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-284-0.0/8.3 |
| Award Date | 02/11/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING). |
| Location Description | PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072 |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 04/20/2020 | 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 | 04/21/2020 |
| Sample type | Verification | A brief description of the sample | 3/8-inch Untreated Sized Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jimmy | Last name of sampler or witnessed by | Montana |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78409B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Pit | Transportation Laboratory (TL) Number | 733180 |
| 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) | 91-18-0008::WARD LAKE PIT |
|---|---|---|---|
| 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 | Sized Untreated Aggregate Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | JMF 20-03-S1a | Lot number | Unknown |
| Sublot number | Unknown | JMF Verification ID | JMF3513-2020-138 |
Test Details
DIME Sample ID: 2020-04-20-18
DIME Test ID: 2020-04-20-18-1
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: 2020-06-09
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: Dennis Hickey
Date of test: 04/22/2020
Total mass of material in the sample: 2142.4 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 393 grams
Mass retained on the 1/4 in. sieve: 1893 grams
Cumulative mass retained on the #4 sieve: 2059 grams
Total sample mass passing the #4 sieve: 83.4 grams
Total mass of fine material in the sample: 83.4 grams
Cumulative mass retained on the #8 sieve: 15.3 grams
Cumulative mass retained on the #16 sieve: 20.2 grams
Cumulative mass retained on the #30 sieve: 23.6 grams
Cumulative mass retained on the #50 sieve: 27.4 grams
Cumulative mass retained on the #100 sieve: 33.9 grams
Cumulative mass retained on the #200 sieve: 44.3 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:100 %
Cumulative percent passing the 3/8 in. sieve:81.7 %
Cumulative percent passing the 1/4 in. sieve:11.6 %
Cumulative percent passing the #4 sieve:3.9 %
Cumulative percent passing the #8 sieve:3.2 %
Cumulative percent passing the #16 sieve:3 %
Cumulative percent passing the #30 sieve:2.8 %
Cumulative percent passing the #50 sieve:2.6 %
Cumulative percent passing the #100 sieve:2.3 %
Cumulative percent passing the #200 sieve:1.83 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/9/2020 ✔