Summary for Test 2016-07-20-2-3
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209037 DEA: 030F6904 EFIS: 0300000100 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-70-24.3 |
| Award Date | 05/18/2015 |
| Closeout Date | 01/17/2017 |
| Work Description | REPLACE BRIDGE |
| Location Description | ABOUT 9.5 MILES EAST OF OROVILLE AT FLAG CANYON CREEK BRIDGE 12-140 |
| QA Service Level | 1 (Verified on 08/07/2013) |
Sample Information
| Sample Taken Date | 07/20/2016 | Sample Unique Key | 2 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/22/2016 |
| Sample type | Quality Control | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Tyler | Last name of sampler or witnessed by | jones |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 03 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | 569845 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-07-20-2
DIME Test ID: 2016-07-20-2-3
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: 2016-08-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 08/08/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 75786 lb
Maximum load on cylinder 2: 73329 lb
Type of fracture pattern of cylinder 1: 2
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: 19 days
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 2725.1 psi
Compressive strength of cylinder 2: 2628.3 psi
Compressive strength (to nearest 10 psi): 2680 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 8/8/2016 ✔