Summary for Test 2014-08-28-8-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 7491 DEA: 043A9224 EFIS: 0412000340 |
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DIST-CO-RTE-PM | 04-ALA-880-24.0/25.5 |
Award Date | 11/08/2012 |
Closeout Date | 01/14/2016 |
Work Description | WIDEN MAINLINE AND BRIDGE FOR HOV LANE |
Location Description | ALAMEDA COUNTY FROM 0.2 MILE NORTH OF ROUTE 112/880 SEPARATION TO HEGENBERGER ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 10/30/2012) |
Sample Information
Sample Taken Date | 08/28/2014 | Sample Unique Key | 8 |
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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 | 09/09/2014 |
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 | ron | Last name of sampler or witnessed by | martin |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 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 | diap15vc |
---|---|---|---|
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: 2014-08-28-8
DIME Test ID: 2014-08-28-8-1
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: 2014-09-25
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: 09/25/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 167167 lb
Maximum load on cylinder 2: 173973 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: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 5873.8 psi
Compressive strength of cylinder 2: 6112.9 psi
Compressive strength (to nearest 10 psi): 5990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2014 ✔