Summary for Test 2025-12-05-23-3
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 | 12/05/2025 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/09/2025 | Sample type | Quality Assurance |
| A brief description of the sample | CONCRETE CYLINDERS | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | AHMED |
| Last name of sampler or witnessed by | HAMASAN | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 1085-09 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ROBERTSONS | |
| Transportation Laboratory (TL) Number | 178703 | 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 | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | NA | The fabricator/manufacturer designation for the sample | NA |
| A detailed description of where the material sample was collected | RW 349 FOOTING | 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: 2025-12-05-23
DIME Test ID: 2025-12-05-23-3
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: 2025-12-22
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 12/12/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Maximum load on cylinder 1: 39200 lb
Maximum load on cylinder 2: 41270 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Compressive strength of cylinder 1: 3103.7 psi
Compressive strength of cylinder 2: 3267.6 psi
Compressive strength (to nearest 10 psi): 3190 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2025 ✔