Summary for Test 2020-04-15-13-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214322 DEA: 021H74U4 EFIS: 0218000043 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-87.8/89.1 |
| Award Date | 10/11/2019 |
| Closeout Date | 09/23/2020 |
| Work Description | CURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE. |
| Location Description | TEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 04/15/2020 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 04/15/2020 |
| Sample type | Verification | A brief description of the sample | 3/8″ Sized Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78386C | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Orland Plant | Transportation Laboratory (TL) Number | 853431 |
| 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) | 91-11-0007::ORLAND PLANT |
|---|---|---|---|
| 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 | Sized Untreated Aggregate Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | JMF 20-02-S1 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-04-15-13
DIME Test ID: 2020-04-15-13-1
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: 2020-06-02
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: 04/16/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1947.4 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 107.0 grams | 94.5 % | |||||
| 1036 grams | 46.8 % | |||||
| 1632.0 grams | 16.2 % | |||||
| 265.9 grams | 2.5 % | |||||
| 289.3 grams | 1.3 % | |||||
| 296.1 grams | 1 % | |||||
| 300.1 grams | 0.8 % | |||||
| 305.4 grams | 0.5 % | |||||
| 308.2 grams | 0.37 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2020 ✔