Summary for Test 2023-05-15-101-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 05/15/2023 | Sample Unique Key | 101 |
|---|---|---|---|
| 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 | 05/19/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Laboratory Compression Test |
| The quantity of what the sample constitutes | (3) 4X8 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Charmberry |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | |
| Laboratory sample identification | 23-097 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shasta Ready Mix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Textured Wall Piles 193-183 |
Material Information
| Material Type | Concrete | The concrete mix design number | CT-67SSLA50 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 0000000 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Textured Wall pile 193- plie 183 | 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: 2023-05-15-101
DIME Test ID: 2023-05-15-101-1
Testing Lab: CT HQ - Sacramento Materials Management Branch Field Office
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-06-28
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Alexis Corona
Date of test: 06/13/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
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: 50000 lb
Maximum load on cylinder 2: 50000 lb
Maximum load on cylinder 3: 50000 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: 28 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 3977.7 psi
Compressive strength of cylinder 2: 3977.7 psi
Compressive strength of cylinder 3: 3977.7 psi
Compressive strength (to nearest 10 psi): 3980 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2023 ✔