Summary for Test 2018-05-31-18-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212784 DEA: 023H1504 EFIS: 0217000064 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-299-0.0/4.7 |
| Award Date | 11/30/2017 |
| Closeout Date | 01/08/2019 |
| Work Description | AC OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND GUARDRAIL. |
| Location Description | LASSEN COUNTY NEAR MCARTHUR FROM SHASTA COUNTY LINE TO 4.0 MILES WEST OF MUCK VALLEY HYDRO ROAD. |
| QA Service Level | 1 (Verified on 05/03/2018) |
Sample Information
| Sample Taken Date | 05/31/2018 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 05/31/2018 |
| Sample type | Verification | A brief description of the sample | Combined Treated Virgin Type A Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77434 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 736683 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-03-M1 | 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) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| 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 | 3/4 inch |
| The concrete mix design number | JMF 18-03-M1 | 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: 2018-05-31-18
DIME Test ID: 2018-05-31-18-1
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: 2019-01-04
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: Colt Sweeny
Date of test: 06/01/2018
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99.4 % | ||||||
| 77.2 % | ||||||
| 62.7 % | ||||||
| 48.2 % | ||||||
| 40.7 % | ||||||
| 24.5 % | ||||||
| 15.2 % | ||||||
| 9.9 % | ||||||
| 6.8 % | ||||||
| 5 % | ||||||
| 3.93 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/4/2019 ✔