Summary for Test 2017-06-02-2-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 211162 DEA: 044G4504 EFIS: 0412000477 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-780-7.07 |
| Award Date | 02/01/2017 |
| Closeout Date | 11/15/2019 |
| Work Description | REPLACE BRIDGE TO PROVIDE STANDARD VERTICAL CLEARANCE |
| Location Description | LAUREL STREET OC |
| QA Service Level | 1 (Verified on 05/20/2016) |
Sample Information
| Sample Taken Date | 06/02/2017 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 06/05/2017 |
| Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | mike | Last name of sampler or witnessed by | mullins |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Translab | Transportation Laboratory (TL) Number | Batch 1 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | js1000 |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | on site mix |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Mixed on Site | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-06-02-2
DIME Test ID: 2017-06-02-2-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-06-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 06/05/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.02 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.02 in
Maximum load on cylinder 1: 99900 lb
Maximum load on cylinder 2: 98582 lb
Maximum load on cylinder 3: 103720 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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: no data
Correction factor for cylinder 3: no data
Age of specimen: 3 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.16 in^2
Cross sectional area of cylinder 2: 7.12 in^2
Cross sectional area of cylinder 3: 7.16 in^2
Compressive strength of cylinder 1: 13952.5 psi
Compressive strength of cylinder 2: 13845.8 psi
Compressive strength of cylinder 3: 14486.0 psi
Compressive strength (to nearest 10 psi): 14090 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 3
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 3
Source: Partner Data Point File
Test graph for Cylinder Code 3 of 3
Test was verified on 6/5/2017 ✔