Summary for Test 2021-07-20-10-1
Test performed: ASTM C39-18Project 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 | 07/20/2021 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2021 | Sample type | Quality Assurance |
| A brief description of the sample | CONCRETE CYLINDERS | The quantity of what the sample constitutes | 8 CYLINDERS |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | NA |
| Last name of sampler or witnessed by | NA | Title of sampler | NA |
| Telephone number of sampler | Laboratory sample identification | 1026-720 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | NA | |
| Transportation Laboratory (TL) Number | 1026-720 | 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 | 1610974 |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | NA | Where the material sample would have been placed if not sampled | NA |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-07-20-10
DIME Test ID: 2021-07-20-10-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-07-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 07/27/2021
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 95000 lb
Maximum load on cylinder 2: 91850 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
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: 3371.2 psi
Compressive strength of cylinder 2: 3259.4 psi
Compressive strength (to nearest 10 psi): 3320 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/27/2021 ✔