Summary for Test 2023-10-15-4-2
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 | 10/15/2023 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 10/15/2023 |
| Sample type | Department Acceptance | 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 | 231016A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Calportland-Garey | Transportation Laboratory (TL) Number | C231016A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Lot 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 | L1SL6 |
| 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 | 6 | Aggregate Mix Number | D1321F215 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-10-15-4
DIME Test ID: 2023-10-15-4-2
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: 2023-10-17
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: Measured
Tester's full name: Isaac Gleffe
Date of test: 10/16/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5054.3 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 141.4 grams | 97 % | |||||
| 602.3 grams | 88 % | |||||
| 1377.1 grams | 73 % | |||||
| 2722.7 grams | 46 % | |||||
| 503.7 grams | ||||||
| 127.8 grams | 34 % | |||||
| 222.5 grams | 26 % | |||||
| 300.2 grams | 19 % | |||||
| 378.6 grams | 11 % | |||||
| 435.8 grams | 6 % | |||||
| 467.1 grams | 3.3 % | |||||
| 476.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Sieve analysis L1 SL06
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 05-1G9804_37000_.75 HMA Gradation_231015_L1SL06 | 128.26 KB | 10/17/2023 | 2023-10-15-4-2 | Info |
Test was verified on 10/17/2023 ✔