Summary for Test 2018-10-15-6-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 209384 DEA: 04264094 EFIS: 0400000735 COOP: 042531 |
|---|---|
| DIST-CO-RTE-PM | 04-,SON-- |
| Award Date | 01/21/2016 |
| Closeout Date | 06/03/2020 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/03/2020) |
Sample Information
| Sample Taken Date | 10/15/2018 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/15/2018 | Sample type | Quality Assurance |
| A brief description of the sample | type II/V | The quantity of what the sample constitutes | 2x12Concrete cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | HLA |
| Last name of sampler or witnessed by | KYI | Title of sampler | ASR |
| Telephone number of sampler | 5102246461 | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | OH SIGN STRUCTURE A |
| Transportation Laboratory (TL) Number | 502 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | OH SIGN STRUCTURE A | Structure name | OH SIGN STRUCTURE A |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 590DH |
|---|---|---|---|
| The truck number from where the sample was collected | 57 | The batch plant ticket number from where the sample was collected | 267257 |
| Concrete batch plant | Superior Supplier | The fabricator/manufacturer designation for the sample | Mix |
| A detailed description of where the material sample was collected | Back of the truck Load 1 | Where the material sample would have been placed if not sampled | OH SIGN STRUCTURE A |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2018-10-15-6
DIME Test ID: 2018-10-15-6-2
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: 2018-11-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: REM
Date of test: 11/13/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 117616 lb
Maximum load on cylinder 2: 117314 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 29 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4160.5 psi
Compressive strength of cylinder 2: 4135.1 psi
Compressive strength (to nearest 10 psi): 4150 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 11/13/2018 ✔