Summary for Test 2018-05-15-28-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212887 DEA: 024F79U4 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-151-5.5/R5.8 |
| Award Date | 01/29/2018 |
| Closeout Date | 01/08/2019 |
| Work Description | HMA/RHMA PAVING AND ADA SIDEWALK WORK. |
| Location Description | SHASTA COUNTY IN SHASTA LAKE CITY FROM PANCAKE HILL DRIVE TO LOCUST AVENUE |
| QA Service Level | 1 (Verified on 04/09/2018) |
Sample Information
| Sample Taken Date | 05/15/2018 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 05/15/2018 |
| Sample type | Verification | A brief description of the sample | Cold Feed, 1/-inch Type G Aggregate, Treated |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | Tester | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77383 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis Inc, Northstate Asphalt, Redding CA | Transportation Laboratory (TL) Number | 002177 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-11-S1 | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2-inch Type G Aggregate Treated | The fabricator/manufacturer designation for the sample | L180451 |
| 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 18-11-S1 | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-05-15-28
DIME Test ID: 2018-05-15-28-1
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: 2018-08-02
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: NRML-R
Date of test: 05/16/2018
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 96.4 % | ||||||
| 86.2 % | ||||||
| 56.5 % | ||||||
| 38 % | ||||||
| 20.1 % | ||||||
| 13.3 % | ||||||
| 9.5 % | ||||||
| 6.8 % | ||||||
| 5.1 % | ||||||
| 3.91 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/2/2018 ✔