Summary for Test 2022-03-08-38-2
Test performed: ASTM C39-21Project 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 | 03/08/2022 | Sample Unique Key | 38 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 03/08/2022 |
Sample type | Quality Control | A brief description of the sample | 1 cy in a wheelbarrow |
The quantity of what the sample constitutes | 1 cy in a wheelbarrow | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Edward | Last name of sampler or witnessed by | Allen |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Con-Fab California, LLC - Shafter | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | SCC-S98-0F |
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The truck number from where the sample was collected | 3 of 6 | The batch plant ticket number from where the sample was collected | 2271 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Middle of 3rd Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-03-08-38
DIME Test ID: 2022-03-08-38-2
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-06-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Roberto Reyes
Date of test: 03/15/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.87 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 120513 lb
Maximum load on cylinder 2: 122208 lb
Maximum load on cylinder 3: 122083 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 5
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
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 9680 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2023 ✔