Summary for Test 2020-03-20-2-3
Test performed: ASTM C39-17aProject 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 | 03/20/2020 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/23/2020 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 5 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jose |
| Last name of sampler or witnessed by | Diaz | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 974-167 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ROBERTSON CORONA | |
| Transportation Laboratory (TL) Number | 167 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Corona UC OS Bridge Deck | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM17052 |
|---|---|---|---|
| The truck number from where the sample was collected | 1982 | The batch plant ticket number from where the sample was collected | 5255063 |
| Concrete batch plant | Robertsons Corona | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Load 1 | Where the material sample would have been placed if not sampled | Corona UC OS Bridge Deck |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2020-03-20-2
DIME Test ID: 2020-03-20-2-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-05-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 05/01/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 129400 lb
Maximum load on cylinder 2: 131760 lb
Type of fracture pattern of cylinder 1: 1
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: 42 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4577.3 psi
Compressive strength of cylinder 2: 4660.8 psi
Compressive strength (to nearest 10 psi): 4620 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2020 ✔