Summary for Test 2016-10-26-1-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210785 DEA: 07255104 EFIS: 0700000465 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60-R23.8/R24.5 |
| Award Date | 01/08/2016 |
| Closeout Date | 06/25/2019 |
| Work Description | CONSTRUCT WESTBOUND ONRAMP AND CONCRETE PAVEMENT |
| Location Description | LA COUNTY, IN DIMOND BAR ANDINDUSTRY AT GRAND AVENUE/SR 57/60 IC |
| QA Service Level | 1 (Verified on 02/29/2016) |
Sample Information
| Sample Taken Date | 10/26/2016 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/27/2016 | Sample type | Quality Assurance |
| A brief description of the sample | 6 X 12 CONCRETE CYLINDERS | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | RICK |
| Last name of sampler or witnessed by | JENSEN | Title of sampler | STRUCTURAL INSPECTOR |
| Telephone number of sampler | Unknown | Laboratory sample identification | 950-1 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | CEMEX |
| Transportation Laboratory (TL) Number | 1 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1418590 |
|---|---|---|---|
| The truck number from where the sample was collected | LOAD 2 | The batch plant ticket number from where the sample was collected | 10036910 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | PLANT |
| A detailed description of where the material sample was collected | TAILGATE | Where the material sample would have been placed if not sampled | RW 1 FOOTING |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-10-26-1
DIME Test ID: 2016-10-26-1-2
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: 2016-11-23
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: 11/23/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 122880 lb
Maximum load on cylinder 2: 124470 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4346.7 psi
Compressive strength of cylinder 2: 4387.4 psi
Compressive strength (to nearest 10 psi): 4370 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/23/2016 ✔