Summary for Test 2014-09-18-3-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209062 DEA: 042A6204 EFIS: 0400000832 |
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DIST-CO-RTE-PM | 04-SOL-12-20.6/23.5 |
Award Date | 01/23/2014 |
Closeout Date | 01/14/2016 |
Work Description | WIDEN SHOULDERS AND INTERSECTIONS AND PLACE HMA. |
Location Description | SOLANO COUNTY IN AND NEAR RIO VISTA FROM 0.1 MILE WEST OF CURRIE ROAD TO 0.3 MILE WEST OF SUMMERSET ROAD |
QA Service Level | 1 (Verified on 02/03/2014) |
Sample Information
Sample Taken Date | 09/18/2014 | Sample Unique Key | 3 |
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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 | 09/26/2014 |
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 | R | Last name of sampler or witnessed by | SPEARS |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | 0 |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Unknown | |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 1416245 |
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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 | NA |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
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: 2014-09-18-3
DIME Test ID: 2014-09-18-3-1
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: 2014-10-16
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: 10/16/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 134543 lb
Maximum load on cylinder 2: 122959 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: 27.9 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 4822.3 psi
Compressive strength of cylinder 2: 4393.0 psi
Compressive strength (to nearest 10 psi): 4610 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2014 ✔