Summary for Test 2022-02-16-9-6
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214114 DEA: 040A5394 EFIS: 0418000244 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80,12-11.4/12.8, 2.1/2.8 |
| Award Date | Not set |
| Closeout Date | 02/24/2023 |
| Work Description | Widen EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc. |
| Location Description | I-80/I-680/Route 12 Interchange |
| QA Service Level | 1 (Verified on 04/23/2019) |
Sample Information
| Sample Taken Date | 02/16/2022 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 02/16/2022 |
| 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 | Erik | Last name of sampler or witnessed by | Haagensen |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Syar | 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 | 1615674 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 30088086 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Drainage inlet 6C | 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: 2022-02-16-9
DIME Test ID: 2022-02-16-9-6
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: 2022-03-31
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: 03/16/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 205460 lb
Maximum load on cylinder 2: 191670 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 6
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: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 7020 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/31/2022 ✔