Summary for Test 2023-01-06-23-2
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
---|---|
DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
Award Date | 05/27/2022 |
Closeout Date | Not set |
Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 01/06/2023 | Sample Unique Key | 23 |
---|---|---|---|
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 | 01/07/2023 |
Sample type | Quality Assurance | A brief description of the sample | Abutment 1 & 2 |
The quantity of what the sample constitutes | Unknown Quantity | From where was the sample collected | Job Site |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Zarate |
Title of sampler | QA Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | G67534S |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 419321 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Mixer truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-01-06-23
DIME Test ID: 2023-01-06-23-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-02-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 02/03/2023
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 98910 lb
Maximum load on cylinder 2: 99900 lb
Maximum load on cylinder 3: 94000 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 7831.4 psi
Compressive strength of cylinder 2: 7909.7 psi
Compressive strength of cylinder 3: 7442.6 psi
Compressive strength (to nearest 10 psi): 7730 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/7/2023 ✔