Summary for Test 2026-03-19-35-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 995493 DEA: 081G6704 EFIS: 0816000049 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-79-5.4/11.4 |
| Award Date | 05/23/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT, SOIL NAIL, STRUCTURAL CONCRETE AND ROADWAY EXC. |
| Location Description | RIVERSIDE COUNTY NEAR TEMECULA FROM 0.4 MILE SOUTH OF SAGE ROAD TO 1.1 MILES SOUTH OF PAUBA ROAD |
| QA Service Level | 1 (Verified on 12/18/2023) |
Sample Information
| Sample Taken Date | 03/19/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/20/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Benjamin |
| Last name of sampler or witnessed by | Martinez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 1085-711 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | np | |
| Transportation Laboratory (TL) Number | 1085-711 | 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 | 5236125A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | na | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | RW343 Stem | 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: 2026-03-19-35
DIME Test ID: 2026-03-19-35-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-04-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kennedy Eubany
Date of test: 04/02/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.99 in
Average diameter of cylinder 2: 4.00 in
Maximum load on cylinder 1: 52450 lb
Maximum load on cylinder 2: 50190 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 14 days
Cross sectional area of cylinder 1: 12.5 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Compressive strength of cylinder 1: 4196.0 psi
Compressive strength of cylinder 2: 3992.8 psi
Compressive strength (to nearest 10 psi): 4090 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/2/2026 ✔