Summary for Test 2019-08-02-7-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 213543 DEA: 081K2104 EFIS: 0819000001 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,SBD-38-R12.4/28.3 |
| Award Date | 07/18/2018 |
| Closeout Date | 12/02/2019 |
| Work Description | Repair roadway damage |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 08/02/2019 | 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 | 08/05/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ANH | Last name of sampler or witnessed by | Nguyen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 1000-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | RTE 38 PM 5 |
Material Information
| Material Type | Concrete | The concrete mix design number | NA |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | NA |
| A detailed description of where the material sample was collected | LOAD 1 | Where the material sample would have been placed if not sampled | RTE 38 PM 5 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-08-02-7
DIME Test ID: 2019-08-02-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-08-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/05/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 94640 lb
Maximum load on cylinder 2: 86660 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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
Age of specimen: 3 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3325.4 psi
Compressive strength of cylinder 2: 3045.0 psi
Compressive strength (to nearest 10 psi): 3190 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/7/2019 ✔