Summary for Test 2019-08-01-20-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 213793 DEA: 060W7004 EFIS: 0617000283 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-24.3/R29.0,R39.9/44.5 |
| Award Date | 01/24/2019 |
| Closeout Date | 08/20/2021 |
| Work Description | COLD PLANE AC PAVEMENT, PLACE HMA RESURFACING. |
| Location Description | FRESNO COUNTY ABOUT 7.8 MILES NORTH OF COALINGA FROM NORTH JUNCTION ROUTE 198 TO SOUTH JUNCTION ROUTE 33/5 AND FROM 0.1 MILE NORTH OF NORTH JUNCTION ROUTE 33/5 TO EL PROGRESSIO ROAD |
| QA Service Level | 1 (Verified on 01/09/2019) |
Sample Information
| Sample Taken Date | 08/01/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 08/27/2019 |
| Sample type | Per Request | A brief description of the sample | 1/2" RHMA |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | SPM | Last name of sampler or witnessed by | SPM |
| Title of sampler | TECH | Telephone number of sampler | |
| Laboratory sample identification | 19-HMA-0138 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | SPM Avena- Plant | Transportation Laboratory (TL) Number | C816199-SL13 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | not supply |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | SMP Avenal | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 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: 2019-08-01-20
DIME Test ID: 2019-08-01-20-2
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: 2019-08-29
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: JH/RK
Date of test: 08/29/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2080 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 61.4 grams | 97 % | |||||
| 514.0 grams | 75.3 % | |||||
| 0 grams | 100 % | |||||
| 1460.6 grams | 29.8 % | |||||
| 351.1 grams | 12.9 % | |||||
| 463.9 grams | 7.5 % | |||||
| 519.0 grams | 4.8 % | |||||
| 550.3 grams | 3.3 % | |||||
| 567.1 grams | 2.5 % | |||||
| 579.9 grams | 1.88 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2019 ✔