Summary for Test 2026-07-21-44-2
Test performed: CTM 521-June 2020Project Information
| Project Identifiers | Project ID: 1001612 DEA: 051P2104 EFIS: 0521000188 |
|---|---|
| DIST-CO-RTE-PM | 05-MON,-1-44.3 |
| Award Date | 12/19/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT SOLDIER PILE WALL AND STRUCTURAL CONCRETE BARRIER SLAB. |
| Location Description | MONTEREY COUNTY NEAR BIG SUR ABOUT 1.1 MILES SOUTH OF PFEIFFER CANYON BRIDGE |
| QA Service Level | 1 (Verified on 11/03/2025) |
Sample Information
| Sample Taken Date | 07/21/2026 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2026 | Sample type | Quality Control |
| A brief description of the sample | Type II 4x8 concrete cylinders (3) | The quantity of what the sample constitutes | 12 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Edward |
| Last name of sampler or witnessed by | Carrillo | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Graniterock Sand City Batch | |
| 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 | 07S849R2 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 218422 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Back of truck chute | 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: 2026-07-21-44
DIME Test ID: 2026-07-21-44-2
Testing Lab: Pacific Crest Engineering, Incorporated
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2026-08-06
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Brian Apolinario
Date of test: 07/22/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 3.99 in
Maximum load on cylinder 1: 29040 lb
Maximum load on cylinder 2: 26720 lb
Maximum load on cylinder 3: 26920 lb
Type of fracture pattern of cylinder 1: 5
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: 1 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.5 in^2
Compressive strength (to nearest 10 psi): 2190 psi
General comments (publicly viewable) (Max 1000 characters): fixing tester name
Test was verified on 8/6/2026 ✔