Summary for Test 2025-09-15-30-8
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1001028 DEA: 07317804 EFIS: 0715000274 COOP: 075065 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-34-6.3 |
| Award Date | 10/29/2024 |
| Closeout Date | Not set |
| Work Description | Construct grade separation structure and connector ramps |
| Location Description | SR34 and Rice Avenue, Oxnard |
| QA Service Level | 2 (Verified on 02/25/2025) |
Sample Information
| Sample Taken Date | 09/15/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 09/15/2025 |
| Sample type | Quality Control | A brief description of the sample | T-II/V Cement |
| The quantity of what the sample constitutes | 31.01 CY | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Benjamin | Last name of sampler or witnessed by | Aragon |
| Title of sampler | QC Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Con-Fab California, LLC - Shafter | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Rice Avenue OH | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SCC-S8.5-0FG |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 6485 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Sampled from wheelbarrow collected from chute of ready mix truck | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2025-09-15-30
DIME Test ID: 2025-09-15-30-8
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-10-15
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Adrian Estrada
Date of test: 10/13/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Apparent mass of submerged cylinder 1: 9.1 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: 107200 lb
Maximum load on cylinder 2: 109650 lb
Maximum load on cylinder 3: 107640 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.55 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 8610 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2025 ✔
