Summary for Test 2020-10-21-6-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215132 DEA: 051M6404 EFIS: 0520000045 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-37/46, 37.0-46.0 |
| Award Date | 06/22/2020 |
| Closeout Date | 08/23/2021 |
| Work Description | Atascadero Slab Replacement - replace JPCP with precast pavement panels (Procast) |
| Location Description | US 101 near Atascadero |
| QA Service Level | 1 (Verified on 08/26/2020) |
Sample Information
| Sample Taken Date | 10/21/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/22/2020 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylindes | The quantity of what the sample constitutes | 4 cylinders |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Rigoberto |
| Last name of sampler or witnessed by | Marin | Title of sampler | QA Inspector |
| Telephone number of sampler | 9515000685 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Pro-cast Products Inc | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | L133 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM14062 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 3 | The batch plant ticket number from where the sample was collected | 5749581 |
| Concrete batch plant | Robertson | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | by the casting bed | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-10-21-6
DIME Test ID: 2020-10-21-6-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-12-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 11/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 206455 lb
Maximum load on cylinder 2: 202325 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 7303.0 psi
Compressive strength of cylinder 2: 7156.9 psi
Compressive strength (to nearest 10 psi): 7230 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/28/2020 ✔