Summary for Test 2023-09-17-9-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 215336 DEA: 051G9804 EFIS: 0516000009 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-1-10.0/16.8 |
| Award Date | 12/19/2022 |
| Closeout Date | Not set |
| Work Description | RHMA (GAP GRADED), RETAINING WALL, CURB RAMPS AND LIGHTING SYSTEMS. |
| Location Description | SAN LUIS OBISPO COUNTY FROM GRACIA WAY AT OCEANO TO ROUTE 1/101 SEPARATION IN PISMO BEACH. |
| QA Service Level | 1 (Verified on 11/18/2020) |
Sample Information
| Sample Taken Date | 09/17/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 09/17/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" coldfeed |
| The quantity of what the sample constitutes | Up to 750 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | ARET | Telephone number of sampler | 18053191237 |
| Laboratory sample identification | 230917A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Calportland-Garey | Transportation Laboratory (TL) Number | C230917A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 1 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-42-0014 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | .75in coldfeed | The fabricator/manufacturer designation for the sample | L1SL1 |
| The plant number | Calportland Garey | A detailed description of where the material sample was collected | Belt Discharge |
| Where the material sample would have been placed if not sampled | HWY 1 Pismo Beach | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 1 | Aggregate Mix Number | D1215H530 |
Test Details
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DIME Sample ID: 2023-09-17-9
DIME Test ID: 2023-09-17-9-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-11-17
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: Calculated
Tester's full name: Isaac Gleffe
Date of test: 09/18/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 97.4 %
Cumulative percent passing the 1/2 in. sieve: 85.4 %
Cumulative percent passing the 3/8 in. sieve: 62.8 %
Cumulative percent passing the #4 sieve: 28.5 %
Cumulative percent passing the #8 sieve: 76.1 %
Cumulative percent passing the #16 sieve: 62.1 %
Cumulative percent passing the #30 sieve: 46.3 %
Cumulative percent passing the #50 sieve: 27.6 %
Cumulative percent passing the #100 sieve: 14.2 %
Cumulative percent passing the #200 sieve: 8.1 %
General comments (publicly viewable) (Max 1000 characters): L1SL01 Gradation
Test was verified on 11/17/2023 ✔