Summary for Test 2019-05-29-28-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213791 DEA: 024H2204 EFIS: 0218000096 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-28.0/34.0 |
| Award Date | 01/22/2019 |
| Closeout Date | 08/13/2021 |
| Work Description | PAVEMENT OVERLAY. |
| Location Description | SISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/29/2019 | 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 | 05/29/2019 |
| Sample type | Verification | A brief description of the sample | Treated Virgin 1/2-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbens |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77896A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 991042 |
| 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) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1001.318-A |
| 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 19-13-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-05-29-28
DIME Test ID: 2019-05-29-28-1
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: 2019-07-10
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: Colt Sweeny
Date of test: 05/30/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 3250.1 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 257.0 grams | 92.1 % | |||||
| 873.0 grams | 73.1 % | |||||
| 1406 grams | 56.7 % | |||||
| 1625.0 grams | 50 % | |||||
| 205.0 grams | 30.1 % | |||||
| 324.7 grams | 18.5 % | |||||
| 389.8 grams | 12.2 % | |||||
| 426.4 grams | 8.6 % | |||||
| 448.9 grams | 6.5 % | |||||
| 462.4 grams | 5.15 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2019 ✔