Summary for Test 2022-06-23-33-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 |
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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 | 06/23/2022 | Sample Unique Key | 33 |
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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 | 06/27/2022 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
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 | Ozuruigbo |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 1026-8 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Meyers Rados JV | Transportation Laboratory (TL) Number | 8 |
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 |
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The truck number from where the sample was collected | 1006779 | The batch plant ticket number from where the sample was collected | 420421332 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | 15 91 Temescal WB Bent 17 Columns | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-06-23-33
DIME Test ID: 2022-06-23-33-1
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: 2022-07-22
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: 07/21/2022
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: 124650 lb
Maximum load on cylinder 2: 126080 lb
Type of fracture pattern of cylinder 1: 2
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4409.3 psi
Compressive strength of cylinder 2: 4474.1 psi
Compressive strength (to nearest 10 psi): 4440 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/22/2022 ✔