Summary for Test 2014-08-26-1-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 5900 DEA: 103A66U4 EFIS: 1000000420 |
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DIST-CO-RTE-PM | 10-MER-140-58.7/60.5 |
Award Date | 10/11/2010 |
Closeout Date | 01/02/2015 |
Work Description | BRIDGE REPLACEMENT AND WIDEN ROADWAY. |
Location Description | MERCED COUNTY IN AND NEAR MERCED FROM MARTHELLA AVENUE TO 0.3 KM EAST OF SANTA FE AVENUE |
QA Service Level | 1 (Verified on 07/11/2011) |
Sample Information
Sample Taken Date | 08/26/2014 | 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 | 09/03/2014 |
Sample type | Quality Control | A brief description of the sample | concrete cylinder |
The quantity of what the sample constitutes | 2 concrete cylinder | From where was the sample collected | Other |
First name of sampler or witnessed by | Raman | Last name of sampler or witnessed by | Gurays |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | cl141050 | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | field | 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 | ndm98070 |
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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 | field | 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: 2014-08-26-1
DIME Test ID: 2014-08-26-1-1
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: 2014-09-23
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Steve Wake
Date of test: 09/23/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 124385 lb
Maximum load on cylinder 2: 113985 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: 28.56 in^2
Compressive strength of cylinder 1: 4370.5 psi
Compressive strength of cylinder 2: 3991.1 psi
Compressive strength (to nearest 10 psi): 4180 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2014 ✔