Summary for Test 2023-10-20-15-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993834 DEA: 081N0304 EFIS: 0822000082 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-179.4 |
| Award Date | 09/07/2022 |
| Closeout Date | 05/15/2024 |
| Work Description | MONUMENT SIGN AESTHETICS. |
| Location Description | SAN BERNARDINO COUNTY NEAR PRIMM AT CALIFORNIA AGRICULTURAL INSPECTION STATION |
| QA Service Level | 1 (Verified on 10/24/2022) |
Sample Information
| Sample Taken Date | 10/20/2023 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 10/23/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Alvin | Last name of sampler or witnessed by | Anggito |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1052-2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Gunner Concrete | Transportation Laboratory (TL) Number | 081N030420231020 |
| 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 | 1619144 |
|---|---|---|---|
| The truck number from where the sample was collected | 0000 | The batch plant ticket number from where the sample was collected | 48021468 |
| Concrete batch plant | Cemex Bullhead City | The fabricator/manufacturer designation for the sample | Cemex |
| A detailed description of where the material sample was collected | Re-Pour of Monument Sign Foundation | 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: 2023-10-20-15
DIME Test ID: 2023-10-20-15-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-14
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: 10/30/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 56000 lb
Maximum load on cylinder 2: 56790 lb
Maximum load on cylinder 3: 57570 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
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: 10 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: 4410.0 psi
Compressive strength of cylinder 2: 4480.0 psi
Compressive strength of cylinder 3: 4540 psi
Compressive strength (to nearest 10 psi): 4480 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/14/2023 ✔