Summary for Test 2020-08-25-5-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
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DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
Award Date | 05/01/2019 |
Closeout Date | 02/22/2024 |
Work Description | Not set |
Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 08/25/2020 | Sample Unique Key | 5 |
---|---|---|---|
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 | 08/26/2020 |
Sample type | Quality Assurance | A brief description of the sample | 2-6x12 concrete cylinders |
The quantity of what the sample constitutes | 2 concrete cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | V | Last name of sampler or witnessed by | Vong |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | field | Transportation Laboratory (TL) Number | 132953 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | mix 1604795 |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | not provided | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | field | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-08-25-5
DIME Test ID: 2020-08-25-5-1
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: 2020-09-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 09/08/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 134133 lbf
Maximum load on cylinder 2: 131489 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4728.0 psi
Compressive strength of cylinder 2: 4650.0 psi
Compressive strength (to nearest 10 psi): 4690 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 9/8/2020 ✔