Summary for Test 2024-06-10-89-1
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 | 06/10/2024 | Sample Unique Key | 89 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/18/2024 | Sample type | Quality Assurance |
| A brief description of the sample | CONCRETE CYLINDERS | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | victor |
| Last name of sampler or witnessed by | wami | Title of sampler | STR Inspector |
| Telephone number of sampler | Laboratory sample identification | 1063-2 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ROBERTSONS | |
| Transportation Laboratory (TL) Number | 1063-2 | 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 | RRM22086 |
|---|---|---|---|
| The truck number from where the sample was collected | 2232 | The batch plant ticket number from where the sample was collected | 5648656 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Strawberry Creek Bridge - abutments and wingwalls | 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: 2024-06-10-89
DIME Test ID: 2024-06-10-89-1
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: 2024-07-17
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: 06/24/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 52560 lb
Maximum load on cylinder 2: 52860 lb
Maximum load on cylinder 3: 55970 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 14 days
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 4161.5 psi
Compressive strength of cylinder 2: 4185.3 psi
Compressive strength of cylinder 3: 4431.5 psi
Compressive strength (to nearest 10 psi): 4260 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2024 ✔