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 |
|---|---|---|---|
| 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 |
| Bid Item | Not set |
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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: 1.00
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 ✔