Summary for Test 2017-06-14-8-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210735 DEA: 071193U4 EFIS: 0713000007 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-37.2/42.4 |
| Award Date | 11/16/2015 |
| Closeout Date | 07/11/2022 |
| Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
| Location Description | IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA |
| QA Service Level | 1 (Verified on 03/07/2016) |
Sample Information
| Sample Taken Date | 06/14/2017 | Sample Unique Key | 8 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
| Sample type | Verification | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Weeks |
| Title of sampler | CT METS QA INSPECTOR | Telephone number of sampler | 951-258-8382 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | OLDCASTLE PRECAST PERRIS | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Girder B2 | |
| Structure name | Girder B2 |
Material Information
| Material Type | Concrete | The concrete mix design number | UV-273 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 56182 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Casting Bed A4 | Where the material sample would have been placed if not sampled | Girder B2 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2017-06-14-8
DIME Test ID: 2017-06-14-8-1
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: 2017-06-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 06/21/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 254360 lb
Maximum load on cylinder 2: 248210 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: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 8937.5 psi
Compressive strength of cylinder 2: 8721.4 psi
Compressive strength (to nearest 10 psi): 8830 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2017 ✔