Summary for Test 2023-03-03-28-1
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 | 03/03/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/04/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | CHIZITERE | Last name of sampler or witnessed by | O |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 1026-6A | Linked DIME Sample ID | 2023-03-03-28 |
| The fabricator/manufacturer/facility name | CEMEX | Transportation Laboratory (TL) Number | 6 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 1611615 |
|---|---|---|---|
| The truck number from where the sample was collected | 10071450 | The batch plant ticket number from where the sample was collected | 30649511 |
| Concrete batch plant | Lytle Creek Quarry | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | 91 WB ELC - Abutment 1R load 2 | 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: 2023-03-03-28
DIME Test ID: 2023-03-03-28-1
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: 2023-04-03
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: 03/31/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 176310 lb
Maximum load on cylinder 2: 174565 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 6236.6 psi
Compressive strength of cylinder 2: 6194.6 psi
Compressive strength (to nearest 10 psi): 6220 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2023 ✔