Summary for Test 2015-04-28-4-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 600 DEA: 02378904 EFIS: 0200000288 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R63.2/R65.8 |
| Award Date | 09/25/2009 |
| Closeout Date | 12/01/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | IN SHASTA COUNTYNEAR LAKEHEAD FROM 0.3 KM NORTH OF ANTLER SUMMIT OVERCROSSING TO 0.5 KM NORTH OFANTLER UNDERPASS |
| QA Service Level | 1 (Verified on 03/19/2012) |
Sample Information
| Sample Taken Date | 04/28/2015 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/28/2015 | Sample type | Per Request |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 2 cylinders |
| From where was the sample collected | Other | First name of sampler or witnessed by | Larry |
| Last name of sampler or witnessed by | McCrum | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Translab |
| Transportation Laboratory (TL) Number | 95651 | 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 | Clean 1 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | zzzzzzzzzzzzzzzzzzzz |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Translab | 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: 2015-04-28-4
DIME Test ID: 2015-04-28-4-1
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: 2015-06-02
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: 05/26/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 281567 lb
Maximum load on cylinder 2: 238091 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: 28.27 in^2
Compressive strength of cylinder 1: 9924.8 psi
Compressive strength of cylinder 2: 8422.0 psi
Compressive strength (to nearest 10 psi): 9170 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 6/2/2015 ✔