Summary for Test 2026-07-23-10-3
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 1001723 DEA: 050N7064 EFIS: 0524000077 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-10.9/12.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | SB 101 - Segment 4E North - Cabrillo |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/03/2025) |
Sample Information
| Sample Taken Date | 07/23/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 07/23/2026 |
| Sample type | Quality Assurance | A brief description of the sample | CIDH 5000 3/8" .40wc cor |
| The quantity of what the sample constitutes | 143 CY | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Bennett |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CEMEX Santa Barbara | 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 | 1627310 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 32074912 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | 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: 2026-07-23-10
DIME Test ID: 2026-07-23-10-3
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2026-08-20
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jesse Gomez
Date of test: 08/20/2026
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 121390 lb
Maximum load on cylinder 2: 119480 lb
Maximum load on cylinder 3: 136470 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 3
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: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 9565.8 psi
Compressive strength of cylinder 2: 9415.3 psi
Compressive strength of cylinder 3: 10754.1 psi
Compressive strength (to nearest 10 psi): 9910 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2026 ✔