Summary for Test 2019-08-08-32-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211614 DEA: 033C3804 EFIS: 0300000458 |
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DIST-CO-RTE-PM | 03-ED-50-75.4/77.3 |
Award Date | 01/23/2017 |
Closeout Date | 12/06/2021 |
Work Description | HOT MIX ASPHALT, ROADWAY EXCAVATION, AND SIGNAL AND LIGHTING |
Location Description | EL DORADO COUNTY IN SOUTH LAKE TAHOE FROM NORTH JUNCTION ROUTE 89 TO TROUT CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/20/2016) |
Sample Information
Sample Taken Date | 08/08/2019 | Sample Unique Key | 32 |
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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 | 08/23/2019 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | two | From where was the sample collected | Job Site |
First name of sampler or witnessed by | R | Last name of sampler or witnessed by | macy |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | jobsite | Transportation Laboratory (TL) Number | 174454 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 00000000000 |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | 000000000 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2019-08-08-32
DIME Test ID: 2019-08-08-32-1
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: 2019-08-26
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JK
Date of test: 08/26/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 120574 lb
Maximum load on cylinder 2: 117572 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: 1
Age of specimen: 18 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.35 in^2
Cross sectional area of cylinder 2: 28.35 in^2
Compressive strength of cylinder 1: 4253.1 psi
Compressive strength of cylinder 2: 4147.2 psi
Compressive strength (to nearest 10 psi): 4200 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 8/26/2019 ✔