Summary for Test 2020-05-06-26-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214377 DEA: 020J2204 EFIS: 0219000073 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-32.0/33.0, 32.0-33.0, 32/33, 32-33, 32.0 / 33.0 |
| Award Date | 01/14/2019 |
| Closeout Date | 12/23/2020 |
| Work Description | Exc & stabilize rock slide or secure large rocks |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 05/06/2020 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2-inch Type A Treated Virgin Aggregate |
| The quantity of what the sample constitutes | Up to Five Days Paving | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dorell | Last name of sampler or witnessed by | Harper |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D78420A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 002555 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057 |
|---|---|---|---|
| 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 | Cold Feed |
| 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 19-11-P-2- | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-06-26
DIME Test ID: 2020-05-06-26-1
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: 2020-06-25
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: Measured
Tester's full name: Ward Jenkins
Date of test: 05/07/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 4081.8 grams | ||||||
| grams | % | |||||
| 0.0 grams | 0 % | |||||
| 0.0 grams | 0 % | |||||
| 0.0 grams | 0 % | |||||
| 194.0 grams | 95.2 % | |||||
| 647.0 grams | 84.1 % | |||||
| 1296 grams | 68.2 % | |||||
| 1723.0 grams | 57.8 % | |||||
| 187.3 grams | 36.1 % | |||||
| 293.8 grams | 23.8 % | |||||
| 359.7 grams | 16.1 % | |||||
| 401.1 grams | 11.3 % | |||||
| 429.0 grams | 8.1 % | |||||
| 445.2 grams | 6.23 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2020 ✔