Summary for Test 2022-09-07-39-4
Test performed: ASTM C39-17a
Warning: The test results shown on this page have been superseded and are invalid.
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Project 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 | 09/07/2022 | Sample Unique Key | 39 |
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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 | 09/09/2022 |
Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
The quantity of what the sample constitutes | 20 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Leavitt |
Title of sampler | Ductal Rep | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Ductal | Transportation Laboratory (TL) Number | 01 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Right Beam Batch 2 |
Material Information
Material Type | Concrete | The concrete mix design number | Ductal JS1212 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Batch 2 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Mixer | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-09-07-39
DIME Test ID: 2022-09-07-39-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-10-05
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 10/05/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.01 in
Average diameter of cylinder 4: 3.01 in
Average diameter of cylinder 5: 3.04 in
Maximum load on cylinder 1: 161453 lb
Maximum load on cylinder 2: 182647 lb
Maximum load on cylinder 3: 175323 lb
Maximum load on cylinder 4: 170186 lb
Maximum load on cylinder 5: 173483 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.12 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Cross sectional area of cylinder 4: 7.12 in^2
Cross sectional area of cylinder 5: 7.26 in^2
Compressive strength of cylinder 1: 22676.0 psi
Compressive strength of cylinder 2: 25834.1 psi
Compressive strength of cylinder 3: 24624 psi
Compressive strength of cylinder 4: 23902.5 psi
Compressive strength of cylinder 5: 23895.7 psi
Compressive strength (to nearest 10 psi): 24190 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/5/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.