Summary for Test 2026-04-27-35-4
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 214151 DEA: 080R0104 EFIS: 0812000007 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-91-R0.3 |
| Award Date | 08/27/2025 |
| Closeout Date | Not set |
| Work Description | STR EXC, FURNISH PRECAST RCB CULVERT AND STR CONC RETAINING WALL. |
| Location Description | RIVERSIDE COUNTY NEAR CORONA AT 0.7 MILES WEST OF GREEN RIVER ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 05/09/2019) |
Sample Information
| Sample Taken Date | 04/27/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 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 | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertson's | |
| Transportation Laboratory (TL) Number | 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 | SM451R2R |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NO | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete Chute Jobsite | 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: 2026-04-27-35
DIME Test ID: 2026-04-27-35-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-05-26
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Kennedy Eubany
Date of test: 05/25/2026
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 0 lb
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: 86100 lb
Maximum load on cylinder 2: 86500 lb
Maximum load on cylinder 3: 82140 lb
Type of fracture pattern of cylinder 1: 5
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: 12.57 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: 6850.0 psi
Compressive strength of cylinder 2: 6850.0 psi
Compressive strength of cylinder 3: 6530 psi
Compressive strength (to nearest 10 psi): 6740 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/26/2026 ✔