Summary for Test 2019-12-23-8-1
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 | 12/23/2019 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/26/2019 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 6 cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Milad |
| Last name of sampler or witnessed by | Warde | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 974-142 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertsons | |
| Transportation Laboratory (TL) Number | 142 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Pedestal of OS 309-1, OS 213-1 and spread footing of OS 212-1 | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC590B39 |
|---|---|---|---|
| The truck number from where the sample was collected | 1982 | The batch plant ticket number from where the sample was collected | 5105125 |
| Concrete batch plant | Robertsons | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Load 3 at 30 Cubic Yards Placed | Where the material sample would have been placed if not sampled | Pedestal of OS 309 1 OS 213 1 spread footing of OS212 1 |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-12-23-8
DIME Test ID: 2019-12-23-8-1
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: 2020-01-07
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: 01/06/2020
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: 106850 lb
Maximum load on cylinder 2: 102260 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: 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: 3766.3 psi
Compressive strength of cylinder 2: 3604.5 psi
Compressive strength (to nearest 10 psi): 3690 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/7/2020 ✔