Summary for Test 2014-09-22-1-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209175 DEA: 030F2204 EFIS: 0300000072 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-R30.7/R31.7 |
| Award Date | 02/25/2014 |
| Closeout Date | 07/30/2015 |
| Work Description | REPLACE BRIDGE. |
| Location Description | SLY PARK UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/01/2013) |
Sample Information
| Sample Taken Date | 09/22/2014 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 07/22/2014 |
| Sample type | Quality Control | A brief description of the sample | Backwall 2 Concrete |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Source |
| First name of sampler or witnessed by | Andrew | Last name of sampler or witnessed by | Santos |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | Not set | |
| The fabricator/manufacturer/facility name | Folsom Ready Mix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | SF718AFST0 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1046626 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Folsom Ready Mix Stockpile | 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: 2014-09-22-1
DIME Test ID: 2014-09-22-1-2
Testing Lab: Viking Construction Company, Incorporated - Rancho Cordova
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-09-17
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Andrew Santos
Date of test: 08/19/2014
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: 165530 lb
Maximum load on cylinder 2: 160040 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
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 (to nearest 10 psi): 5700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/17/2014 ✔