Summary for Test 2024-06-07-37-3
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 995061 DEA: 081J9104 EFIS: 0818000135 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV,SBD-10,15,60,62,91,etc.-Var |
| Award Date | 10/11/2023 |
| Closeout Date | 06/09/2025 |
| Work Description | MODIFYING CMS SYSTEMS, SIGN FOUNDATION AND SIGN STRUCTURE. |
| Location Description | RIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 06/07/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 | The quantity of what the sample constitutes | 11 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Nafisat |
| Last name of sampler or witnessed by | A | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 1067-07J | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex | |
| Transportation Laboratory (TL) Number | 1067-07J | 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 | 1610974 |
|---|---|---|---|
| The truck number from where the sample was collected | 10076263 | The batch plant ticket number from where the sample was collected | 42859109 |
| Concrete batch plant | CEMEX FONTANA | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | UPGRADE CMS FOOTINGS LOCATION 6 | 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: 2024-06-07-37
DIME Test ID: 2024-06-07-37-3
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: 2024-07-05
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 07/05/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 78050 lb
Maximum load on cylinder 2: 75580 lb
Maximum load on cylinder 3: 77180 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 6209.2 psi
Compressive strength of cylinder 2: 6012.7 psi
Compressive strength of cylinder 3: 6110.8 psi
Compressive strength (to nearest 10 psi): 6110 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2024 ✔