Summary for Test 2014-11-18-1-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209059 DEA: 033E1004 EFIS: 0300000473 |
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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 | 11/18/2014 | Sample Unique Key | 1 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 11/18/2014 |
Sample type | Verification | A brief description of the sample | Class I Concrete |
The quantity of what the sample constitutes | 8 Cylinders | From where was the sample collected | Source |
First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Harline |
Title of sampler | ASR | Telephone number of sampler | 530-701-2929 |
Laboratory sample identification | Linked DIME Sample ID | Not set | |
The fabricator/manufacturer/facility name | Jobsite | 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 | J7A8543CC NE |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | unknown | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | 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
DIME Sample ID: 2014-11-18-1
DIME Test ID: 2014-11-18-1-2
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: 2014-11-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SV
Date of test: 11/20/2014
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: 53813 lb
Maximum load on cylinder 2: 55125 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: 2 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: 1896.8 psi
Compressive strength of cylinder 2: 1943.1 psi
Compressive strength (to nearest 10 psi): 1920 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 11/20/2014 ✔