Summary for Test 2024-03-20-35-4
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994327 DEA: 081G4704 EFIS: 0816000001 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-3.1/53.5 |
| Award Date | 04/06/2023 |
| Closeout Date | 10/05/2026 |
| Work Description | STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 06/08/2023) |
Sample Information
| Sample Taken Date | 03/20/2024 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/21/2024 | 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 | ARNEL |
| Last name of sampler or witnessed by | VEGA | Title of sampler | STRUCTURES REP |
| Telephone number of sampler | Laboratory sample identification | 1063-1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ROBERTSONS | |
| Transportation Laboratory (TL) Number | 1063-1 | 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 | RRM24029 |
|---|---|---|---|
| The truck number from where the sample was collected | 2 | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | STRAWBERRY CREEK BRIDGE DECK VOIDED SLAB | 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: 2024-03-20-35
DIME Test ID: 2024-03-20-35-4
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: 2024-06-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 05/15/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 155750 lb
Maximum load on cylinder 2: 151460 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 56 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 5564.5 psi
Compressive strength of cylinder 2: 5392.0 psi
Compressive strength (to nearest 10 psi): 5480 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2024 ✔