Summary for Test 2023-02-22-77-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-55,55-29.6,R6.4/10.3 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS. |
| Location Description | ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION |
| QA Service Level | 1 (Verified on 06/24/2022) |
Sample Information
| Sample Taken Date | 02/22/2023 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 02/23/2023 |
| Sample type | Quality Control | A brief description of the sample | 6x12 cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kristin | Last name of sampler or witnessed by | Cox |
| Title of sampler | QC Field Technician | Telephone number of sampler | |
| Laboratory sample identification | Set 4 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | job site | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 00-0000 |
| Structure name | RW 386 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | S85C440T18 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 31 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Set 4 |
| A detailed description of where the material sample was collected | RW 386 STA 34-00 | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2023-02-22-77
DIME Test ID: 2023-02-22-77-1
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: 2023-05-11
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Carlos Viramontes
Date of test: 03/23/2023
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: 210943 lb
Maximum load on cylinder 2: 223330 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: 18.85 in^2
Cross sectional area of cylinder 2: 18.85 in^2
Compressive strength (to nearest 10 psi): 7660 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2023 ✔