Summary for Test 2022-09-19-13-1
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 | Not set |
| 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 | 09/19/2022 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 09/21/2022 |
| 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 | Harrison | Last name of sampler or witnessed by | Kain |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1026-919 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | cemex | Transportation Laboratory (TL) Number | 1026-919 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 1614705 |
|---|---|---|---|
| The truck number from where the sample was collected | 10067810 | The batch plant ticket number from where the sample was collected | 42019714 |
| Concrete batch plant | Cemex | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Temescal WB Bent 14 Cap LOAD 1 | 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: 2022-09-19-13
DIME Test ID: 2022-09-19-13-1
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: 2022-12-13
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: 10/17/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 157500 lb
Maximum load on cylinder 2: 154580 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: 27.9 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5645.2 psi
Compressive strength of cylinder 2: 5522.7 psi
Compressive strength (to nearest 10 psi): 5580 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/13/2022 ✔