Summary for Test 2022-09-13-18-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214899 DEA: 033H4504 EFIS: 0318000001 |
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DIST-CO-RTE-PM | 03-ED-50-33.8/34.2 |
Award Date | 07/29/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY. |
Location Description | EL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE |
QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
Sample Taken Date | 09/13/2022 | Sample Unique Key | 18 |
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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 | 09/14/2022 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 8 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Carlin |
Title of sampler | RE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 206114 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | CT072CR5WA |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Unknown | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-09-13-18
DIME Test ID: 2022-09-13-18-2
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: 2022-09-27
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 09/27/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 89783 lbf
Maximum load on cylinder 2: 87722 lbf
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: 1
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 3207.0 psi
Compressive strength of cylinder 2: 3134.0 psi
Compressive strength (to nearest 10 psi): 3170 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Cylinder Code 1 of 2
Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 9/27/2022 ✔