Summary for Test 2015-04-14-1-1
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 | 04/14/2015 | Sample Unique Key | 1 |
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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 | 04/16/2015 |
Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | jorge | Last name of sampler or witnessed by | guevarz |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | 207893 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 0000000000000000 |
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The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 0000000000000000000 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Jobsite | 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: 2015-04-14-1
DIME Test ID: 2015-04-14-1-1
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: 2015-04-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 04/21/2015
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: 127847 lb
Maximum load on cylinder 2: 120208 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: 4522.4 psi
Compressive strength of cylinder 2: 4237.2 psi
Compressive strength (to nearest 10 psi): 4380 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2015 ✔