Summary for Test 2022-10-07-25-1
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 | 10/07/2022 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/10/2022 |
| 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 | RIGOBERTO | Last name of sampler or witnessed by | ARROYO |
| Title of sampler | QA | Telephone number of sampler | |
| Laboratory sample identification | 1026-6 | Linked DIME Sample ID | |
| 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 | 1610838 |
|---|---|---|---|
| The truck number from where the sample was collected | 10066592 | The batch plant ticket number from where the sample was collected | 30478927 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | ELC RW9 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: 2022-10-07-25
DIME Test ID: 2022-10-07-25-1
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: 2022-11-04
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: 11/04/2022
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: 128515 lb
Maximum load on cylinder 2: 131890 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
Correction factor for cylinder 2: 1
Age of specimen: 28 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: 4560.5 psi
Compressive strength of cylinder 2: 4680.3 psi
Compressive strength (to nearest 10 psi): 4620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2022 ✔