Summary for Test 2019-03-20-12-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 03/20/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/20/2019 | Sample type | Quality Control |
| A brief description of the sample | Hydrated Lime | The quantity of what the sample constitutes | Mix Design |
| From where was the sample collected | Source | First name of sampler or witnessed by | CGI |
| Last name of sampler or witnessed by | CGI | 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
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DIME Sample ID: 2019-03-20-12
DIME Test ID: 2019-03-20-12-1
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: 2019-04-11
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: CGI
Date of test: 03/20/2019
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| 100 % | ||||||
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| 100 % | ||||||
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| 100 % | ||||||
| 97 % | ||||||
| 92 % | ||||||
| 86 % | ||||||
| 80 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2019 ✔