Summary for Test 2014-11-12-3-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 7466 DEA: 043A7774 EFIS: 0400002044 |
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DIST-CO-RTE-PM | 04-ALA,CC-80-Ala2.3/8.0CC0,0/13.1 |
Award Date | 10/12/2012 |
Closeout Date | 09/28/2016 |
Work Description | INSTALL OVERHEAD SIGN STRUCTURES AND TRAFFIC OPERATIONS SYSTEM |
Location Description | ALAMEDA AND CONTRA COSTA COUNTIES AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF POWELL STREET UNDERCROSSING TO 0.5 MILE EAST CUMMINGS SKYWAY OVERCROSSING |
QA Service Level | 1 (Verified on 09/24/2012) |
Sample Information
Sample Taken Date | 11/12/2014 | Sample Unique Key | 3 |
---|---|---|---|
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 | 11/17/2014 |
Sample type | Quality Control | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Source |
First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Li |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | na | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | 207891 |
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 | 1503776 |
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The truck number from where the sample was collected | na | The batch plant ticket number from where the sample was collected | na |
Concrete batch plant | na | The fabricator/manufacturer designation for the sample | na |
A detailed description of where the material sample was collected | na | 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: 2014-11-12-3
DIME Test ID: 2014-11-12-3-1
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: 2014-11-19
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: 11/19/2014
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: 123007 lb
Maximum load on cylinder 2: 132325 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: 7 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: 4335.8 psi
Compressive strength of cylinder 2: 4664.3 psi
Compressive strength (to nearest 10 psi): 4500 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 11/19/2014 ✔