Summary for Test 2016-07-14-7-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211067 DEA: 080J9904 EFIS: 0800000327 |
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DIST-CO-RTE-PM | 08-SBD-18-49.0/51.7 |
Award Date | 04/13/2016 |
Closeout Date | 07/28/2023 |
Work Description | REPAIR AND REPLACED SIDEWALKS, CURBS & GUTTERS. |
Location Description | REPAIR AND REPLACED SIDEWALKS, CURBS & GUTTERS. |
QA Service Level | 1 (Verified on 07/27/2016) |
Sample Information
Sample Taken Date | 07/14/2016 | Sample Unique Key | 7 |
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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 | 07/20/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Biggen | Last name of sampler or witnessed by | NOT PROVIDED |
Title of sampler | INSPECTOR | Telephone number of sampler | Unknown |
Laboratory sample identification | 937-01 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 001 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | NOT PROVIDED |
Structure name | NOT PROVIDED |
Material Information
Material Type | Concrete | The concrete mix design number | NOT PROVIDED |
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The truck number from where the sample was collected | NOT PROVIDED | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | NOT PROVIDED | Where the material sample would have been placed if not sampled | SIDEWALK |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-07-14-7
DIME Test ID: 2016-07-14-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-07-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Matthew Clayton
Date of test: 07/21/2016
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: 92650 lb
Maximum load on cylinder 2: 95420 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
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 3310 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/21/2016 ✔