Summary for Test 2024-10-07-44-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
| Award Date | 09/24/2021 |
| Closeout Date | 11/03/2025 |
| Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 10/07/2024 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/10/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Marcus |
| Last name of sampler or witnessed by | Molina | Title of sampler | QA Consultant |
| Telephone number of sampler | Laboratory sample identification | 1042-1007 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SULLY Miller | |
| Transportation Laboratory (TL) Number | 1042-1007 | 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 | G3-22-PCC-272 |
|---|---|---|---|
| The truck number from where the sample was collected | Not Provided on TL | The batch plant ticket number from where the sample was collected | 13 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SB LANE 1 | 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: 2024-10-07-44
DIME Test ID: 2024-10-07-44-1
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: 2024-12-11
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: 12/11/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Average diameter of cylinder 3: 5.99 in
Maximum load on cylinder 1: 169935 lb
Maximum load on cylinder 2: 168945 lb
Maximum load on cylinder 3: 166425 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 6
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: 42 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Compressive strength of cylinder 1: 6011.1 psi
Compressive strength of cylinder 2: 5995.2 psi
Compressive strength of cylinder 3: 5905.8 psi
Compressive strength (to nearest 10 psi): 5970 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/11/2024 ✔