Summary for Test 2019-04-26-8-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 |
|---|---|
| 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 DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | 1 (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 04/26/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 04/26/2019 |
| Sample type | Quality Control | A brief description of the sample | Lime |
| The quantity of what the sample constitutes | JMF sample | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Clinton | Last name of sampler or witnessed by | Edmiston |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | J F Shea Construction - Fawndale Rock and Asphalt - Redding CA | 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
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DIME Sample ID: 2019-04-26-8
DIME Test ID: 2019-04-26-8-1
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: 2019-05-03
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: 04/26/2019
| Cumulative Percent Passing | ||||||
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| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97 % | ||||||
| 92 % | ||||||
| 86 % | ||||||
| 80 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/26/2019 ✔