Summary for Test 2021-10-18-57-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 214562 DEA: 040J7104 EFIS: 0414000029 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-1.8/4.4 |
| Award Date | 03/17/2020 |
| Closeout Date | 02/29/2024 |
| Work Description | RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE. |
| Location Description | SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 12/03/2019) |
Sample Information
| Sample Taken Date | 10/18/2021 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/18/2021 | 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 | Ryan |
| Last name of sampler or witnessed by | MacLeod | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Syar Vallejo | |
| 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 | CT072DR8M |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 86001031 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Benicia Rd overcrossing pier caps at bent 2 3 and 4 at bent 2 | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-10-18-57
DIME Test ID: 2021-10-18-57-5
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: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 11/01/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 141690 lb
Type of fracture pattern of cylinder 1: 5
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 14 days
Age of specimen in hours: 0 hours
Compressive strength of cylinder (to nearest 10 psi): 5010 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔
