Summary for Test 2022-04-28-11-1
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 215304 DEA: 010E0814 EFIS: 0118000172 |
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DIST-CO-RTE-PM | 01-LAK-20,29,175-Var |
Award Date | 09/20/2021 |
Closeout Date | Not set |
Work Description | Replace & widen bridges |
Location Description | LAKE COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 11/04/2020) |
Sample Information
Sample Taken Date | 04/28/2022 | Sample Unique Key | 11 |
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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 | 04/28/2022 |
Sample type | Quality Control | A brief description of the sample | 1 cubic ft. of Concrete taken from middle of batching |
The quantity of what the sample constitutes | 1 cubic ft. of Concrete for Testing | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Mark Patrick | Last name of sampler or witnessed by | Baddu |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Con-Fab California, LLC | 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 | VER-85LV |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 4876 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Bed 5, 2nd Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-04-28-11
DIME Test ID: 2022-04-28-11-1
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: 2022-05-02
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 04/29/2022
Apparent mass of submerged cylinder 1: 8.75 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: 50500 lb
Maximum load on cylinder 2: 52600 lb
Maximum load on cylinder 3: 54000 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 1 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): 4160 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/2/2022 ✔