Summary for Test 2014-07-31-10385644-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 1841 DEA: 041706U4 EFIS: 0400000450 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-880-30.0/ 31.0 |
| Award Date | 03/25/2009 |
| Closeout Date | 01/14/2016 |
| Work Description | 5th Avenue Overhead Bridge Replacement |
| Location Description | 5th Ave and 880. Â |
| QA Service Level | 1 (Verified on 02/09/2012) |
Sample Information
| Sample Taken Date | 07/31/2014 | Sample Unique Key | 10385644 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/20/2014 | Sample type | Quality Control |
| A brief description of the sample | CYLINDER | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Other | First name of sampler or witnessed by | ART |
| Last name of sampler or witnessed by | PANNU | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | Not set | The fabricator/manufacturer/facility name | Field |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | D20PP5E1 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 0000000000000000000000 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | TRK MIXER | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2014-07-31-10385644
DIME Test ID: 2014-07-31-10385644-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-08-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: mullins
Date of test: 08/28/2014
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: 124597 lb
Maximum load on cylinder 2: 132949 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: no data
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: 4391.9 psi
Compressive strength of cylinder 2: 4686.3 psi
Compressive strength (to nearest 10 psi): 4540 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/28/2014 ✔