Summary for Test 2022-03-08-14-6
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214702 DEA: 030F2864 EFIS: 0320000123 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-7.92 / 8.4 |
| Award Date | 06/24/2020 |
| Closeout Date | 11/28/2023 |
| Work Description | Remove and replace Consumnes River and Consumnes River Overflow bridge |
| Location Description | Sacramento County |
| QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
| Sample Taken Date | 03/08/2022 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 03/08/2022 |
| 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 | Jose | Last name of sampler or witnessed by | Murillo |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River | 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 | 547 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 16184376 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | First bridge deck joint NB of HWY 99 | 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: 2022-03-08-14
DIME Test ID: 2022-03-08-14-6
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: 2022-04-07
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: 04/05/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 149995 lb
Maximum load on cylinder 2: 141410 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: 1.00
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: 28.27 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 5140 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔