Summary for Test 2024-03-08-52-3
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 994686 DEA: 051K4604 EFIS: 0518000210 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-29.7/32.2 |
| Award Date | 09/01/2023 |
| Closeout Date | 04/01/2025 |
| Work Description | COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING. |
| Location Description | SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD |
| QA Service Level | 1 (Verified on 04/18/2023) |
Sample Information
| Sample Taken Date | 03/08/2024 | Sample Unique Key | 52 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/11/2024 | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Robert |
| Last name of sampler or witnessed by | Lopez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ProCast Products | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| 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 | The batch plant ticket number from where the sample was collected | TT | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | 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: 2024-03-08-52
DIME Test ID: 2024-03-08-52-3
Testing Lab: Pro-Cast Products, Incorporated - Highland
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-04-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Mike Reyes
Date of test: 04/05/2024
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 223280 lb
Maximum load on cylinder 2: 223540 lb
Type of fracture pattern of cylinder 1: 3
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: 0.00
Correction factor for cylinder 2: 0.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 7910 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2024 ✔