Summary for Test 2017-12-22-10-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 12/22/2017 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 12/22/2017 |
| Sample type | Quality Control | A brief description of the sample | Antistrip Sample |
| The quantity of what the sample constitutes | Unknown Quantity | From where was the sample collected | Source |
| First name of sampler or witnessed by | Antistrip First Name | Last name of sampler or witnessed by | Antistrip Last Name |
| Title of sampler | Antistrip Engineer | Telephone number of sampler | 7753550420 |
| Laboratory sample identification | Antistrip Sample ID | Linked DIME Sample ID | Antistrip DIME Sample ID |
| The fabricator/manufacturer/facility name | LHoist North America | Transportation Laboratory (TL) Number | Antistrip TL Number |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Antistrip TL Form | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Antistrip Additive | Antistrip Type | Lime - hydrated lime |
|---|---|---|---|
| Antistrip Additive Mix Number | Not set |
Test Details
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DIME Sample ID: 2017-12-22-10
DIME Test ID: 2017-12-22-10-1
Testing Lab: CT HQ - QAM Sacramento Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2017-12-29
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: Clinton Edmiston
Date of test: 12/22/2017
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: 100 %
Cumulative percent passing the 1/4 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 100 %
Cumulative percent passing the #16 sieve: 100 %
Cumulative percent passing the #30 sieve: 99.8 %
Cumulative percent passing the #50 sieve: 99.8 %
Cumulative percent passing the #100 sieve: 99.8 %
Cumulative percent passing the #200 sieve: 86.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2017 ✔