Summary for Test 2019-03-07-16-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212816 DEA: 020H6304 EFIS: 0215000063 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-6.2/7.3 |
| Award Date | 06/29/2018 |
| Closeout Date | 12/04/2019 |
| Work Description | ROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL |
| Location Description | LASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET |
| QA Service Level | 1 (Verified on 01/17/2018) |
Sample Information
| Sample Taken Date | 03/07/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 03/07/2019 |
| Sample type | Quality Control | A brief description of the sample | Lime |
| The quantity of what the sample constitutes | Mix Design | From where was the sample collected | Source |
| First name of sampler or witnessed by | KRC | Last name of sampler or witnessed by | KRC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Lhoist North America | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Antistrip Additive | Antistrip Type | Lime - hydrated lime |
|---|---|---|---|
| Antistrip Additive Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-03-07-16
DIME Test ID: 2019-03-07-16-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-04-09
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Assumed
Date of test: 03/07/2019
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 92 % | ||||||
| 86 % | ||||||
| 80 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2019 ✔