Summary for Test 2019-12-05-1-3
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 | 12/05/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 12/09/2019 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 8 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Elias | Last name of sampler or witnessed by | Hamel |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 974-134 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertons | Transportation Laboratory (TL) Number | 134 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | SARB SPAN 11 BRIDGE DECK | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM 17031 |
|---|---|---|---|
| The truck number from where the sample was collected | 1849 | The batch plant ticket number from where the sample was collected | 5108236 |
| Concrete batch plant | Robertsons | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Load 18 | Where the material sample would have been placed if not sampled | SARB SPAN 11 BRIDGE DECK |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2019-12-05-1
DIME Test ID: 2019-12-05-1-3
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: 01/02/2020
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: 145320 lb
Maximum load on cylinder 2: 145800 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: 28 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: 5122.3 psi
Compressive strength of cylinder 2: 5139.2 psi
Compressive strength (to nearest 10 psi): 5130 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/7/2020 ✔