Summary for Test 2021-02-24-14-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 215043 DEA: 041W2104 EFIS: 0420000347 |
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DIST-CO-RTE-PM | 04-ALA,ALA-880-14.5, 14.54 |
Award Date | 06/05/2020 |
Closeout Date | 08/09/2021 |
Work Description | Repair concrete girder, deck, barrier rail |
Location Description | Industrial Blvd OC, NB 880 (bridge 33-0398) |
QA Service Level | 1 (Verified on 06/25/2020) |
Sample Information
Sample Taken Date | 02/24/2021 | Sample Unique Key | 14 |
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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 | 03/05/2021 |
Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Clint | Last name of sampler or witnessed by | Williams |
Title of sampler | TE | Telephone number of sampler | 5103858257 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Central Concrete | Transportation Laboratory (TL) Number | 195993 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Sidewalk and Bottom Portion of Barrier |
Material Information
Material Type | Concrete | The concrete mix design number | D20115EA |
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The truck number from where the sample was collected | 1668 | The batch plant ticket number from where the sample was collected | 18176224 |
Concrete batch plant | Central Concrete | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-02-24-14
DIME Test ID: 2021-02-24-14-1
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: 2021-03-08
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: 03/05/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 136289 lbf
Maximum load on cylinder 2: 126655 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: 9 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4820.0 psi
Compressive strength of cylinder 2: 4480.0 psi
Compressive strength (to nearest 10 psi): 4650 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