Summary for Test 2014-09-08-2-1
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 | 09/08/2014 | Sample Unique Key | 2 |
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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 | 09/12/2014 |
Sample type | Quality Control | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Other |
First name of sampler or witnessed by | e | Last name of sampler or witnessed by | li |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1503766 | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | na | 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 | 1503766 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | na | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | 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: 2014-09-08-2
DIME Test ID: 2014-09-08-2-1
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: 2014-09-15
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: mullins
Date of test: 09/15/2014
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: 119659 lb
Maximum load on cylinder 2: 129468 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: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4232.7 psi
Compressive strength of cylinder 2: 4563.6 psi
Compressive strength (to nearest 10 psi): 4400 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/15/2014 ✔