Summary for Test 2025-10-20-14-5
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000561 DEA: 010J8904 EFIS: 0119000119 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-3.9/6.0 |
| Award Date | 12/06/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE. |
| Location Description | HUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD |
| QA Service Level | 1 (Verified on 09/23/2024) |
Sample Information
| Sample Taken Date | 10/20/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 10/20/2025 |
| Sample type | Quality Control | A brief description of the sample | BC-04.001 |
| The quantity of what the sample constitutes | 4CY | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Rodrigo | Last name of sampler or witnessed by | Arellano |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Pinnacle Prestress, Inc. | 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 | Precast Concrete | The concrete mix design number | SCC-NFA-8.50-FC6K REV 121224A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 17245 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | wheel barow | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
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: 2025-10-20-14
DIME Test ID: 2025-10-20-14-5
Testing Lab: Pinnacle Prestress, Incorporated
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-10-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Rodrigo Arellano
Date of test: 10/21/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 46060 lb
Maximum load on cylinder 2: 44950 lb
Maximum load on cylinder 3: 46430 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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
Correction factor for cylinder 3: 1.00
Age of specimen: 1 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 3650 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2025 ✔