Summary for Test 2022-08-18-85-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993570 DEA: 051N6304 EFIS: 0521000069 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-20.2/30.0 |
| Award Date | 04/21/2022 |
| Closeout Date | 01/18/2023 |
| Work Description | OVERLAY EXISTING ROADWAY WITH RHMA-G (BWC). |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM 0.1 MILE NORTH OF WESTERN DRIVE TO 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 08/18/2022 | Sample Unique Key | 85 |
|---|---|---|---|
| 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 | 09/07/2022 |
| Sample type | Dispute Resolution | A brief description of the sample | 1/2" RHMA-G Mix |
| The quantity of what the sample constitutes | 6 Bags of Bin Samples | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | A. Romiza | Last name of sampler or witnessed by | A. Romiza |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 22-JMFD-0134 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | A.R. Wilson Quarry Aromas Batch Plant | Transportation Laboratory (TL) Number | |
| 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) | 91-35-0012 |
|---|---|---|---|
| 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 | Batch Plant | |
| 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 | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-18-85
DIME Test ID: 2022-08-18-85-1
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: 2022-09-09
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): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 09/08/2022
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2463.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 58.0 grams | 97.6 % | |||||
| 437.9 grams | 82.2 % | |||||
| 1438.1 grams | 41.6 % | |||||
| 313.1 grams | 16.4 % | |||||
| 389.2 grams | 10.3 % | |||||
| 437.6 grams | 6.4 % | |||||
| 473.0 grams | 3.5 % | |||||
| 493.3 grams | 1.9 % | |||||
| 503.5 grams | 1.05 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Hi Bang, Ryan,
This testing will be conducted on those 6 bags of aggregate outside your lab from Prunedale with those GLS labels. Let me know if you have any questions or concerns.
Thanks,
James Brewster
Test was verified on 9/9/2022 ✔