Summary for Test 2021-08-30-28-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215393 DEA: 021J5104 EFIS: 0220000086 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139-57.0/66.635,0.0/0.1 |
| Award Date | 02/10/2021 |
| Closeout Date | 11/24/2021 |
| Work Description | PERFORM COLD IN-PLACE RECYCLING AND PLACE HOT MIX ASPHALT (TYPE A). |
| Location Description | LASSEN AND MODOC COUNTIES NEAR ADIN FROM 4.5 MILES SOUTH OF COUNTY ROAD A2 TO 0.1 MILE SOUTH OF ROUTE 299 |
| QA Service Level | 1 (Verified on 01/07/2021) |
Sample Information
| Sample Taken Date | 08/30/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/31/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 1/2 inch Lime treated coldfeed | The quantity of what the sample constitutes | PSE 2 bags at 286 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | E. |
| Last name of sampler or witnessed by | Chavez | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | D78933 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA | |
| Transportation Laboratory (TL) Number | 848954 | 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 | Plant Sampler | |
| Where the material sample would have been placed if not sampled | 02 LAS MOD 139 | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-30-28
DIME Test ID: 2021-08-30-28-1
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: 2021-09-09
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: Karen Dorado
Date of test: 08/31/2021
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 3068.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 60.0 grams | 98 % | |||||
| 506.0 grams | 83.5 % | |||||
| 1109 grams | 63.9 % | |||||
| 1508.0 grams | 50.8 % | |||||
| 189.8 grams | 31.1 % | |||||
| 291.2 grams | 20.5 % | |||||
| 352.3 grams | 14.2 % | |||||
| 389.8 grams | 10.3 % | |||||
| 414.5 grams | 7.7 % | |||||
| 430.4 grams | 6.04 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔