Summary for Test 2022-09-23-40-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
| Award Date | 01/08/2021 |
| Closeout Date | Not set |
| Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
| Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
| QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
| Sample Taken Date | 09/23/2022 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 09/28/2022 |
| Sample type | Verification | A brief description of the sample | Aggregate for 3/4 RHMA-G |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | P | Last name of sampler or witnessed by | Klinker |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 22-JMF-0151 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | C0773843 |
| 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) | 91-15-0114 |
|---|---|---|---|
| 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 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-09-23-40
DIME Test ID: 2022-09-23-40-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-10-03
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): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 09/29/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6602.8 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 135.0 grams | 98 % | |||||
| 1098.9 grams | 83.4 % | |||||
| 1823.1 grams | 72.4 % | |||||
| 4560.3 grams | 30.9 % | |||||
| 302.8 grams | 18.4 % | |||||
| 432.4 grams | 13.1 % | |||||
| 508.7 grams | 9.9 % | |||||
| 572.9 grams | 7.3 % | |||||
| 622.8 grams | 5.2 % | |||||
| 663.8 grams | 3.51 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2022 ✔