Summary for Test 2015-07-22-2-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210176 DEA: 034F7004 EFIS: 0314000243 |
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DIST-CO-RTE-PM | 03-PLA-80-31.8 |
Award Date | 04/03/2015 |
Closeout Date | 02/23/2016 |
Work Description | INCREASE ON AND OFF-RAMP RADIUS AND LANE WIDTH OF ILLINOISTOWN OC. |
Location Description | PLACER COUNTY NEAR COLFAX AT ILLINOISTOWN OVERCROSSING |
QA Service Level | 1 (Verified on 02/05/2015) |
Sample Information
Sample Taken Date | 07/22/2015 | Sample Unique Key | 2 |
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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 | 07/23/2015 |
Sample type | Quality Control | A brief description of the sample | 6x12 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 | Ken | Last name of sampler or witnessed by | Haas |
Title of sampler | Structure Representative | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | The Field | Transportation Laboratory (TL) Number | 202502 |
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 | Unknown |
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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 | Unknown |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | tailgate | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-07-22-2
DIME Test ID: 2015-07-22-2-1
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: 2015-08-12
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bang
Date of test: 08/12/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 84482 lb
Maximum load on cylinder 2: 81662 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: 21 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.65 in^2
Compressive strength of cylinder 1: 2958.1 psi
Compressive strength of cylinder 2: 2850.3 psi
Compressive strength (to nearest 10 psi): 2900 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 8/12/2015 ✔