Summary for Test 2024-01-16-35-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 3169 DEA: 060G0504 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-178-20.5/21.7 |
| Award Date | Not set |
| Closeout Date | 05/17/2011 |
| Work Description | WASHOUT |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/17/2011) |
Sample Information
| Sample Taken Date | 01/16/2024 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 01/19/2024 |
| Sample type | Acceptance | A brief description of the sample | PCC cylinders |
| The quantity of what the sample constitutes | 300 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ye | Last name of sampler or witnessed by | Yang |
| Title of sampler | ASR | Telephone number of sampler | 5597790446 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Outback Materials | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | 245 Retaining Wall |
Material Information
| Material Type | Concrete | The concrete mix design number | 40F5G07 |
|---|---|---|---|
| The truck number from where the sample was collected | 103 | The batch plant ticket number from where the sample was collected | 152838 |
| Concrete batch plant | Outback Material | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | Pile #13 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-01-16-35
DIME Test ID: 2024-01-16-35-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2024-02-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 02/13/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad 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: 98180 lb
Maximum load on cylinder 2: 97240 lb
Maximum load on cylinder 3: 96250 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
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: 7810.7 psi
Compressive strength of cylinder 2: 7735.9 psi
Compressive strength of cylinder 3: 7657.1 psi
Compressive strength (to nearest 10 psi): 7730 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/14/2024 ✔