Summary for Test 2021-04-29-12-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214837 DEA: 031E0504 EFIS: 0300020600 |
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DIST-CO-RTE-PM | 03-PLA-80-31.5/36.9 |
Award Date | 06/04/2020 |
Closeout Date | 09/27/2021 |
Work Description | REPLACE CULVERT AND DRAINAGE SYSTEM. |
Location Description | PLACER COUNTY FROM WEST OF ILLINOIS TOWN OVERCROSSING TO EAST OF CAPE HORN UNDERCROSSING |
QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
Sample Taken Date | 04/29/2021 | Sample Unique Key | 12 |
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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 | 04/30/2021 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 1 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Cowley |
Title of sampler | ARE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Lamassu | Transportation Laboratory (TL) Number | 204407 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Lining and Cementitious Culvert |
Material Information
Material Type | Concrete | The concrete mix design number | Unknown |
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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 | Jobsite | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-04-29-12
DIME Test ID: 2021-04-29-12-1
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: 2021-05-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 05/27/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 3.02 in
Average diameter of cylinder 2: 3.02 in
Maximum load on cylinder 1: 69481 lb
Maximum load on cylinder 2: 69101 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.16 in^2
Cross sectional area of cylinder 2: 7.16 in^2
Compressive strength of cylinder 1: 9704.1 psi
Compressive strength of cylinder 2: 9651.0 psi
Compressive strength (to nearest 10 psi): 9680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/28/2021 ✔