Summary for Test 2014-07-18-12104769-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 208866 DEA: 030F3004 EFIS: 0300000077 |
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DIST-CO-RTE-PM | 03-ED-50-17.8,19.6 |
Award Date | 09/05/2013 |
Closeout Date | 01/23/2015 |
Work Description | RETROFIT COLUMNS AND ADD BRACING. |
Location Description | EL DORADO COUNTY IN PLACERVILLE AT COLOMA STREET PEDESTRIAN OVERCROSSING AND AT SMITH FLAT ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 09/30/2013) |
Sample Information
Sample Taken Date | 07/18/2014 | Sample Unique Key | 12104769 |
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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 | 07/21/2014 |
Sample type | Verification | 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 | pyo | Last name of sampler or witnessed by | hong |
Title of sampler | asr | Telephone number of sampler | |
Laboratory sample identification | cl140870 | 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 | 509501 |
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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: 2014-07-18-12104769
DIME Test ID: 2014-07-18-12104769-1
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: 2014-08-18
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: 08/15/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.04 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 98974 lb
Maximum load on cylinder 2: 98892 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: 28.65 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 3454.6 psi
Compressive strength of cylinder 2: 3462.6 psi
Compressive strength (to nearest 10 psi): 3460 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2014 ✔