Summary for Test 2020-01-11-6-1
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 | 01/11/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/12/2020 | Sample type | Informational |
| A brief description of the sample | 3/4-inch Type A Aggregate | The quantity of what the sample constitutes | Day's Production |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Darrell and Colt |
| Last name of sampler or witnessed by | Valasek and Sweeny | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78328 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction, Aggregate Products | |
| Transportation Laboratory (TL) Number | 001680 | 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) | 91-45-0019::AGGREGATE PRODUCTS |
|---|---|---|---|
| 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 Sampling Chute |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-01-11-6
DIME Test ID: 2020-01-11-6-1
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: 2020-03-04
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: Measured
Tester's full name: Darrell Valasek
Date of test: 02/12/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6408.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 31.0 grams | 99.5 % | |||||
| 1041.0 grams | 83.8 % | |||||
| 1643.0 grams | 74.4 % | |||||
| 2179 grams | 66 % | |||||
| 2513.0 grams | 60.8 % | |||||
| 149.8 grams | 43 % | |||||
| 269.7 grams | 28.7 % | |||||
| 354.2 grams | 18.6 % | |||||
| 409.7 grams | 12 % | |||||
| 441.4 grams | 8.3 % | |||||
| 457.3 grams | 6.37 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2020 ✔