Summary for Test 2023-04-18-71-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993573 DEA: 061C5204 EFIS: 0621000173 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-198-7.4/R9.4,R14.8/T21.6 |
| Award Date | 04/19/2022 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RHMA (GAP GRADED) AND HMA (TYPE A). |
| Location Description | KINGS COUNTY IN AND NEAR LEMOORE FROM 1.5 MILES WEST OF ROUTE 41/198 SEPARATION TO 0.1 MILE WEST OF NINETEENTH AVENUE OVERCROSSING AND FROM 0.1 MILE EAST OF FOURTEENTH AVENUE UNDERCROSSING TO 0.6 MILE EAST OF ROUTE 43/198 SEPARATION |
| QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
| Sample Taken Date | 04/18/2023 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 04/19/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1/2 OGFC |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga HMA Plant | Transportation Laboratory (TL) Number | |
| 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) | Granite Coalinga |
|---|---|---|---|
| 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 | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 4 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-18-71
DIME Test ID: 2023-04-18-71-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-04-26
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/18/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 8313.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 421.0 grams | 95 % | |||||
| 1867.0 grams | 78 % | |||||
| 6544.0 grams | 21 % | |||||
| 502.3 grams | ||||||
| 294.1 grams | 9 % | |||||
| 380.8 grams | 5 % | |||||
| 418.5 grams | 4 % | |||||
| 442.2 grams | 3 % | |||||
| 460.8 grams | 2 % | |||||
| 473.5 grams | 1.2 % | |||||
| 475.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/26/2023 ✔