Summary for Test 2025-03-05-9-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 995516 DEA: 081E1404 EFIS: 0813000178 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-79-Var |
| Award Date | 04/25/2024 |
| Closeout Date | Not set |
| Work Description | MGS, CONCRETE BARRIER AND VEGETATION CONTROL (MINOR CONCRETE). |
| Location Description | RIVERSIDE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 03/05/2025 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 03/06/2025 |
| Sample type | Quality Assurance | A brief description of the sample | CONCRETE CYLINDERS |
| The quantity of what the sample constitutes | 9 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | WALI | Last name of sampler or witnessed by | WASIQ |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1074-35 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 1074-35 |
| 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 | SC590B33 |
|---|---|---|---|
| The truck number from where the sample was collected | 2306 | The batch plant ticket number from where the sample was collected | 1326981 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | L14 650 FEET CONCRETE BARRIER FOOTING STA 1833+05 TO 1839+55 | 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: 2025-03-05-9
DIME Test ID: 2025-03-05-9-1
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: 2025-04-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 03/12/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 48800 lb
Maximum load on cylinder 2: 49690 lb
Maximum load on cylinder 3: 50170 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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: 7 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 3882.3 psi
Compressive strength of cylinder 2: 3934.3 psi
Compressive strength of cylinder 3: 3991.2 psi
Compressive strength (to nearest 10 psi): 3940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/22/2025 ✔