Summary for Test 2026-05-07-49-1
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001927 DEA: 070Y2204 EFIS: 0724000151 |
|---|---|
| DIST-CO-RTE-PM | 07---unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | In VENTURA COUNTY FROM ABOUT 6.2 MILES NORTH OF OJAI FROM SOUTH OF MATILIJA TUNNEL TO 0.3 MILE SOUTH OF BEAR CREEK |
| QA Service Level | 1 (Verified on 01/22/2026) |
Sample Information
| Sample Taken Date | 05/07/2026 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/12/2026 | Sample type | Acceptance |
| A brief description of the sample | 4X8 PCC cylinders | The quantity of what the sample constitutes | 130 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Armando |
| Last name of sampler or witnessed by | Serratos | Title of sampler | Assistant Structure Representative |
| Telephone number of sampler | Laboratory sample identification | 26-131 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Nationwide Shotcrete | |
| Transportation Laboratory (TL) Number | 5072026 | 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 | XX 5000 3/8" SC SF |
|---|---|---|---|
| The truck number from where the sample was collected | 100064145 | The batch plant ticket number from where the sample was collected | 32E07 |
| Concrete batch plant | Cemex | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Coring Nozzle | 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: 2026-05-07-49
DIME Test ID: 2026-05-07-49-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-05-15
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 05/14/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 63522 lb
Maximum load on cylinder 2: 63228 lb
Maximum load on cylinder 3: 60919 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength of cylinder 1: 5005.7 psi
Compressive strength of cylinder 2: 4982.5 psi
Compressive strength of cylinder 3: 4873.5 psi
Compressive strength (to nearest 10 psi): 4950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2026 ✔