Summary for Test 2015-02-02-1-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209059 DEA: 033E1004 EFIS: 0300000473 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-80-8.1/37.8 |
| Award Date | 01/28/2014 |
| Closeout Date | 01/23/2017 |
| Work Description | IMPROVING VERTICAL CLEARANCE |
| Location Description | PLACER COUNTY IN AND NEAR LOOMIS, PENRYN, NEWCASTLE, WEIMAR, AND MAGRA FROM 0.1 MILE WEST OF BRACE ROAD OVERCROSSING TO 0.1 MILE EAST OF MAGRA OVERCROSSING |
| QA Service Level | 1 (Verified on 01/15/2014) |
Sample Information
| Sample Taken Date | 02/02/2015 | 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 | 02/03/2015 |
| Sample type | Quality Control | A brief description of the sample | 2 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 2 6x12 concrete cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | Miller |
| Title of sampler | ASR | Telephone number of sampler | 9165056839 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Teichert | Transportation Laboratory (TL) Number | 2015 02 02 00000001 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | j7a8543cc |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 2 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | from mix truck | 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: 2015-02-02-1
DIME Test ID: 2015-02-02-1-1
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: 2015-03-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 03/02/2015
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: 222699 lb
Maximum load on cylinder 2: 210404 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: 0.00
Age of specimen: 28 days
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: 7,877.6 psi
Compressive strength of cylinder 2: 7,416.4 psi
Compressive strength (to nearest 10 psi): 7650 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 3/2/2015 ✔