Summary for Test 2026-07-16-78-2
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 | 07/16/2026 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 07/17/2026 |
| Sample type | Quality Control | A brief description of the sample | Type II 4x8 concrete cylinders (3) |
| The quantity of what the sample constitutes | 8.5 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Legions |
| 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 | 218267 | |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-07-16-78
DIME Test ID: 2026-07-16-78-2
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: 07/23/2026
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 66520 lb
Maximum load on cylinder 2: 64640 lb
Maximum load on cylinder 3: 65690 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength (to nearest 10 psi): 5200 psi
General comments (publicly viewable) (Max 1000 characters): fixing tester name
Test was verified on 8/6/2026 ✔