Summary for Test 2020-05-21-36-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214725 DEA: 020J1304 EFIS: 0219000064 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-139-43.0/53.0 |
| Award Date | 04/10/2020 |
| Closeout Date | 10/06/2020 |
| Work Description | COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A). |
| Location Description | LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 05/21/2020 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 05/22/2020 |
| Sample type | Verification | A brief description of the sample | Combined 1/2-inch Type A Treated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jimmy | Last name of sampler or witnessed by | Montana |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78438A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 733196 |
| 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) | 91-25-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | JMF19-05-R1 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-21-36
DIME Test ID: 2020-05-21-36-1
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: 2020-07-13
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: T.McCormick and K.Spliethof
Date of test: 05/23/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 9199.5 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 348.0 grams | 96.2 % | |||||
| 1787.0 grams | 80.6 % | |||||
| 3334 grams | 63.8 % | |||||
| 4408.0 grams | 52.1 % | |||||
| 199.1 grams | 31.8 % | |||||
| 323.1 grams | 19.2 % | |||||
| 396.4 grams | 11.7 % | |||||
| 437.5 grams | 7.5 % | |||||
| 457.9 grams | 5.5 % | |||||
| 467.6 grams | 4.46 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2020 ✔