Summary for Test 2022-05-11-7-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214681 DEA: 021H5104 EFIS: 0216000148 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-9.0/9.3 |
| Award Date | 11/04/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | CHAMPLIN SLOUGH |
| Location Description | REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 05/11/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 05/11/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
| The quantity of what the sample constitutes | 20 Cylinder | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | RMA | Last name of sampler or witnessed by | Group |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Viking Construction Company | 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 | Ductal JS1212 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| 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
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DIME Sample ID: 2022-05-11-7
DIME Test ID: 2022-05-11-7-1
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: 2022-05-11
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 05/12/2022
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Average diameter of cylinder 4: 3.00 in
Average diameter of cylinder 5: 3.00 in
Maximum load on cylinder 1: 68454 lb
Maximum load on cylinder 2: 71753 lb
Maximum load on cylinder 3: 70869 lb
Maximum load on cylinder 4: 67334 lb
Maximum load on cylinder 5: 67229 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: 1 days
Age of specimen in hours: 12 hours
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Cross sectional area of cylinder 4: 7.07 in^2
Cross sectional area of cylinder 5: 7.07 in^2
Compressive strength of cylinder 1: 9682.3 psi
Compressive strength of cylinder 2: 10148.9 psi
Compressive strength of cylinder 3: 10023.9 psi
Compressive strength of cylinder 4: 9523.9 psi
Compressive strength of cylinder 5: 9509.1 psi
Compressive strength (to nearest 10 psi): 9780 psi
General comments (publicly viewable) (Max 1000 characters): 12 Hour Break - Samples tested with lab ambient temperature cure due to no cure method specified when samples were received.
Test was verified on 5/11/2022 ✔