Summary for Test 2024-01-26-26-1
Test performed: ASTM C39-21Project 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 | 01/26/2024 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/29/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 cylinders | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | SHERRI |
| Last name of sampler or witnessed by | brannon | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kie-Con Antioch | |
| 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 | K5070-0001 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 120553 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Kie-Con Antioch | 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: 2024-01-26-26
DIME Test ID: 2024-01-26-26-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-07-30
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Nikhil Moon
Date of test: 02/23/2024
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.92 lb
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 87962 lb
Maximum load on cylinder 2: 87962 lb
Maximum load on cylinder 3: 87962 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): Maximum capacity of testing equipment is 7000 psi
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: 12.622 in^2
Cross sectional area of cylinder 2: 12.749 in^2
Cross sectional area of cylinder 3: 12.685 in^2
Compressive strength (to nearest 10 psi): 7000 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): K5070-0001
Test was verified on 7/30/2024 ✔