Summary for Test 2025-08-19-36-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 1000501 DEA: 081J6104 EFIS: 0818000102 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-215-40.5/42.7 |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), RHMA, AND REPLACE BASE. |
| Location Description | RIVERSIDE COUNTY IN RIVERSIDE FROM 0.8 MILE SOUTH OF ROUTE 60/91 SEPARATION TO 0.4 MILE SOUTH OF MARTIN LUTHER KING BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 08/19/2025 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 08/20/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 3 | From where was the sample collected | Other |
| First name of sampler or witnessed by | No Paperwork Received | Last name of sampler or witnessed by | No Paperwork Received |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1081-819 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | No Paperwork Received | Transportation Laboratory (TL) Number | 1081-819 |
| 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 | HE4X4BM |
|---|---|---|---|
| The truck number from where the sample was collected | No Paperwork Received | The batch plant ticket number from where the sample was collected | No Paperwork |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | No Paperwork Received | 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: 2025-08-19-36
DIME Test ID: 2025-08-19-36-1
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: 2025-08-28
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 08/26/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.02 in
Maximum load on cylinder 1: 191545 lb
Maximum load on cylinder 2: 204915 lb
Maximum load on cylinder 3: 196185 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: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Compressive strength of cylinder 1: 6751.7 psi
Compressive strength of cylinder 2: 7200.1 psi
Compressive strength of cylinder 3: 6893.4 psi
Compressive strength (to nearest 10 psi): 6950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/28/2025 ✔