Summary for Test 2022-08-04-22-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 215063 DEA: 032F5704 EFIS: 0300020615 |
---|---|
DIST-CO-RTE-PM | 03-PLA-80-46.3/63.5 |
Award Date | 09/23/2020 |
Closeout Date | 08/11/2023 |
Work Description | Replace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/16/2020) |
Sample Information
Sample Taken Date | 08/04/2022 | Sample Unique Key | 22 |
---|---|---|---|
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 | 08/05/2022 |
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 | Alfredo | Last name of sampler or witnessed by | Guterrez |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 79288 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 7325-6 |
---|---|---|---|
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 | Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-08-04-22
DIME Test ID: 2022-08-04-22-1
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: 2022-09-01
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: SA
Date of test: 09/01/2022
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 123579 lbf
Maximum load on cylinder 2: 137254 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: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.65 in^2
Compressive strength of cylinder 1: 4327.0 psi
Compressive strength of cylinder 2: 4790.0 psi
Compressive strength (to nearest 10 psi): 4560 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 9/1/2022 ✔