Summary for Test 2022-10-01-4-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 10/01/2022 | Sample Unique Key | 4 |
---|---|---|---|
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 | 10/01/2022 |
Sample type | Department Acceptance | A brief description of the sample | 6x12 LCBRS cylinder |
The quantity of what the sample constitutes | 130 CY | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Ricky | Last name of sampler or witnessed by | Guevara |
Title of sampler | Sequoia QC | Telephone number of sampler | |
Laboratory sample identification | 22-2591 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Batch Plant | Transportation Laboratory (TL) Number | 22-2591 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | G3-22LRCBRS-298R |
---|---|---|---|
The truck number from where the sample was collected | 101 | The batch plant ticket number from where the sample was collected | 8915 |
Concrete batch plant | Granite Construction Ventura | The fabricator/manufacturer designation for the sample | NA |
A detailed description of where the material sample was collected | SKIPLOADER TO WHEELBARROW | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-10-01-4
DIME Test ID: 2022-10-01-4-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-10-10
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 10/08/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.04 in
Maximum load on cylinder 1: 111207 lb
Maximum load on cylinder 2: 117298 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.65 in^2
Compressive strength of cylinder 1: 3907.5 psi
Compressive strength of cylinder 2: 4094.2 psi
Compressive strength (to nearest 10 psi): 4000 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/10/2022 ✔