Summary for Test 2019-12-03-1-1
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 | 08/01/2024 |
| 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 | 12/03/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/05/2019 | 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 | Seyed |
| Last name of sampler or witnessed by | Mirgati | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 974-133 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ROBERTSON REDLAND | |
| Transportation Laboratory (TL) Number | 133 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Parkridge UC Rt Barrier Right | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B39 |
|---|---|---|---|
| The truck number from where the sample was collected | 1652 | The batch plant ticket number from where the sample was collected | 5108131 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | SKANSKA AMES |
| A detailed description of where the material sample was collected | 5 cy | Where the material sample would have been placed if not sampled | Parkridge UC Rt Barrier Right |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-12-03-1
DIME Test ID: 2019-12-03-1-1
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: 2020-01-14
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: 12/17/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 93730 lb
Maximum load on cylinder 2: 97790 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3303.8 psi
Compressive strength of cylinder 2: 3447.0 psi
Compressive strength (to nearest 10 psi): 3380 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/14/2020 ✔