Summary for Test 2019-01-10-4-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-34.7/51.6 |
| Award Date | 04/17/2017 |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT |
| Location Description | Riverside County and SBD-15-0.0/1.3 |
| QA Service Level | 1 (Verified on 05/08/2017) |
Sample Information
| Sample Taken Date | 01/10/2019 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 01/14/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | la | Last name of sampler or witnessed by | achuela |
| Title of sampler | Field Technician | Telephone number of sampler | |
| Laboratory sample identification | 974-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | robertsons | Transportation Laboratory (TL) Number | 25 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | I15 south median | |
| Structure name | I15 south median |
Material Information
| Material Type | Concrete | The concrete mix design number | SC675B38 |
|---|---|---|---|
| The truck number from where the sample was collected | 1683 | The batch plant ticket number from where the sample was collected | 4196223 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SKANSKA AMES |
| A detailed description of where the material sample was collected | at 845 am | Where the material sample would have been placed if not sampled | I15 south median |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-01-10-4
DIME Test ID: 2019-01-10-4-2
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: 2019-02-01
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: 01/24/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 135940 lb
Maximum load on cylinder 2: 136040 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 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
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4776.5 psi
Compressive strength of cylinder 2: 4795.2 psi
Compressive strength (to nearest 10 psi): 4790 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/25/2019 ✔