Summary for Test 2022-06-15-28-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-I-15,SR-91-6.1-7.6 |
| Award Date | 03/11/2020 |
| Closeout Date | 06/05/2024 |
| Work Description | I-15 ELC: 15/91 Express Lanes Connector Project (ELC) |
| Location Description | Junction of I-15 and SR-91 in Corona, CA |
| QA Service Level | 1 (Verified on 09/16/2020) |
Sample Information
| Sample Taken Date | 06/15/2022 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/16/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 10 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | ALEKSEY |
| Last name of sampler or witnessed by | SOUGLOBOV | Title of sampler | TESTER |
| Telephone number of sampler | Laboratory sample identification | 1026-15 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CEMEX | |
| Transportation Laboratory (TL) Number | 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 | 1610824 |
|---|---|---|---|
| The truck number from where the sample was collected | 70453 | The batch plant ticket number from where the sample was collected | 42041850 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CHUTE | 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: 2022-06-15-28
DIME Test ID: 2022-06-15-28-1
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: 2022-06-29
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: 06/22/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 81210 lb
Maximum load on cylinder 2: 84710 lb
Type of fracture pattern of cylinder 1: 3
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: 7 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 2881.8 psi
Compressive strength of cylinder 2: 3006.0 psi
Compressive strength (to nearest 10 psi): 2940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2022 ✔