Summary for Test 2019-06-11-19-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 212562 DEA: 024G5504 EFIS: 0214000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-2.7/R11.4 |
| Award Date | 03/12/2018 |
| Closeout Date | 10/05/2020 |
| Work Description | RECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS |
| Location Description | SISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS |
| QA Service Level | 1 (Verified on 04/04/2018) |
Sample Information
| Sample Taken Date | 06/11/2019 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 06/12/2019 |
| Sample type | Verification | A brief description of the sample | Treated Virgin 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Carmichael |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77929A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt | Transportation Laboratory (TL) Number | 991051 |
| 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 | 18-1001.305-23.6_ |
| 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-R1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-06-11-19
DIME Test ID: 2019-06-11-19-1
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: 2019-07-26
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: D. Valasek and T. McCormick
Date of test: 06/13/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5706.9 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 24.0 grams | 99.6 % | |||||
| 1053.0 grams | 81.5 % | |||||
| 1758.0 grams | 69.2 % | |||||
| 2438 grams | 57.3 % | |||||
| 2872.0 grams | 49.7 % | |||||
| 199.4 grams | 30.5 % | |||||
| 320.5 grams | 18.9 % | |||||
| 386.5 grams | 12.5 % | |||||
| 423.3 grams | 9 % | |||||
| 445.8 grams | 6.8 % | |||||
| 460.2 grams | 5.45 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2019 ✔