Summary for Test 2021-09-17-49-3
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214686 DEA: 030H4004 EFIS: 0315000164 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV,PLA,YOL-80-VAR |
| Award Date | 04/15/2020 |
| Closeout Date | 08/11/2023 |
| Work Description | REPLACE ELECTRICAL SIGNS & INSTALL FIBER OPTIC COMMUNICATION LINES. |
| Location Description | NEVADA, PLACER AND YOLO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 09/17/2021 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/17/2021 | Sample type | Quality Control |
| A brief description of the sample | Concrete | The quantity of what the sample constitutes | 100 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Michael |
| Last name of sampler or witnessed by | Thomas | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | TNT Materials - Truckee | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 6691 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 353955 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | sign foundation on East bound I80 | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-09-17-49
DIME Test ID: 2021-09-17-49-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-04-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 10/15/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 125640 lb
Maximum load on cylinder 2: 130950 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 4520 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2022 ✔