Summary for Test 2025-07-21-9-5
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-91-R9.2/R11.4 |
| Award Date | 01/03/2025 |
| Closeout Date | Not set |
| Work Description | CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS. |
| Location Description | ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 08/19/2024) |
Sample Information
| Sample Taken Date | 07/21/2025 | 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 | 07/22/2025 |
| Sample type | Quality Control | A brief description of the sample | 6.01 x 12 cylinders |
| The quantity of what the sample constitutes | 8 | 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 | Mix 556300 Set 3 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Associated Ready Mix | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | RW 183 Footing | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 556300 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 21 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | Set 3 | |
| A detailed description of where the material sample was collected | RW 183 Footing, STA 183+50 | 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: 2025-07-21-9
DIME Test ID: 2025-07-21-9-5
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: 2025-08-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Tristan Fortier
Date of test: 08/18/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.01 in
Maximum load on cylinder 1: 131880 lb
Maximum load on cylinder 2: 131420 lb
Maximum load on cylinder 3: 135050 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Compressive strength (to nearest 10 psi): 4680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2025 ✔