Summary for Test 2025-03-04-26-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 995062 DEA: 081N1214 EFIS: 0823000023 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-180.9/185.5 |
| Award Date | 12/18/2023 |
| Closeout Date | Not set |
| Work Description | LANE CONTROL SIGN SYSTEMS. |
| Location Description | SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER AT VARIOUS LOCATIONS FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO 0.7 MILE SOUTH OF NEVADA STATE LINE |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 03/04/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 03/05/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 9 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Valle |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1073-02 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Robertsons Sloan, NV | Transportation Laboratory (TL) Number | 081N121420250304 |
| 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 | RRM18141 |
|---|---|---|---|
| The truck number from where the sample was collected | 0 | The batch plant ticket number from where the sample was collected | 0 |
| Concrete batch plant | Robertsons Sloan NV | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | CIDH Piles for OH Signs - 40 CY - Locations 4 5 6 7 | 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: 2025-03-04-26
DIME Test ID: 2025-03-04-26-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-04-22
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 04/01/2025
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.03 in
Average diameter of cylinder 3: 4.03 in
Maximum load on cylinder 1: 77050 lb
Maximum load on cylinder 2: 77280 lb
Maximum load on cylinder 3: 75110 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Cross sectional area of cylinder 3: 12.76 in^2
Compressive strength of cylinder 1: 6071.7 psi
Compressive strength of cylinder 2: 6056.4 psi
Compressive strength of cylinder 3: 5886.4 psi
Compressive strength (to nearest 10 psi): 6000 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/22/2025 ✔