Summary for Test 2023-03-04-17-1
Test performed: CTM 521-June 2020Project Information
Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
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DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
Award Date | 02/25/2021 |
Closeout Date | Not set |
Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
Sample Taken Date | 03/04/2023 | Sample Unique Key | 17 |
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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 | 03/05/2023 |
Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 5 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Alvaro | Last name of sampler or witnessed by | Pineda |
Title of sampler | QC Field Technician | Telephone number of sampler | |
Laboratory sample identification | Set 3 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Job Site | 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 | G3-22-BAR-318 |
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The truck number from where the sample was collected | Load 23 | The batch plant ticket number from where the sample was collected | 0 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | Set 3 | |
A detailed description of where the material sample was collected | SB RTE 99 Barrier Wall, STA 268-00 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-03-04-17
DIME Test ID: 2023-03-04-17-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2023-08-15
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michael Kaus
Date of test: 03/13/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Maximum load on cylinder 1: 50770 lb
Type of fracture pattern of cylinder 1: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 9 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 4040 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/15/2023 ✔