Summary for Test 2016-05-12-1-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211330 DEA: 081G9204 EFIS: 0816000108 |
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DIST-CO-RTE-PM | 08-SBD-15-181.9 |
Award Date | 01/18/2016 |
Closeout Date | 08/04/2016 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 03/31/2016) |
Sample Information
Sample Taken Date | 05/12/2016 | 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 | 05/16/2016 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | BONELLI |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 932-A25 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 12345A25 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | SC750R4R |
---|---|---|---|
The truck number from where the sample was collected | 1229 | The batch plant ticket number from where the sample was collected | 1058506 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | PLANT |
A detailed description of where the material sample was collected | CHUTE | Where the material sample would have been placed if not sampled | STATION 2925 PLUS 55 |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-05-12-1
DIME Test ID: 2016-05-12-1-2
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: 2016-06-02
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 06/02/2016
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: 112730 lb
Maximum load on cylinder 2: 114520 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 2
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: 21 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 of cylinder 1: 3961.0 psi
Compressive strength of cylinder 2: 4023.9 psi
Compressive strength (to nearest 10 psi): 3990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2016 ✔