Summary for Test 2022-12-06-11-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 215304 DEA: 010E0814 EFIS: 0118000172 |
|---|---|
| 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 | 12/06/2022 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 12/10/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 UHPC Cylinders |
| The quantity of what the sample constitutes | 16 Cylinders | From where was the sample collected | Job Site |
| 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 | Granite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Kelsey Creek Bridge Production |
Material Information
| Material Type | Concrete | The concrete mix design number | JS1000 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | JS1000 | |
| 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: 2022-12-06-11
DIME Test ID: 2022-12-06-11-3
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: 2022-12-13
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 12/13/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 314455 lb
Maximum load on cylinder 2: 287972 lb
Maximum load on cylinder 3: 258781 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
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: no data
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 24643.8 psi
Compressive strength of cylinder 2: 22568.3 psi
Compressive strength of cylinder 3: 20280.6 psi
Compressive strength (to nearest 10 psi): 22500 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/13/2022 ✔