Summary for Test 2024-03-12-17-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 993815 DEA: 081C0814 EFIS: 0816000086 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R60.7/R74.3 |
| Award Date | 03/28/2022 |
| Closeout Date | 01/21/2026 |
| Work Description | I-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT |
| Location Description | Coachella |
| QA Service Level | 1 (Verified on 05/03/2022) |
Sample Information
| Sample Taken Date | 03/12/2024 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/13/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mohammad |
| Last name of sampler or witnessed by | Maswadi | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 1051-90 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | NA | |
| Transportation Laboratory (TL) Number | 1051-90 | 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 | CT675F25D |
|---|---|---|---|
| The truck number from where the sample was collected | 295 | The batch plant ticket number from where the sample was collected | 933459 |
| Concrete batch plant | Hi Grade Materials | The fabricator/manufacturer designation for the sample | Hi Grade Materials |
| A detailed description of where the material sample was collected | East Cactus Bridge | 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: 2024-03-12-17
DIME Test ID: 2024-03-12-17-1
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: 2024-05-06
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: 04/09/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 61990 lb
Maximum load on cylinder 2: 60570 lb
Maximum load on cylinder 3: 62690 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 12.76 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: 4858.2 psi
Compressive strength of cylinder 2: 4818.6 psi
Compressive strength of cylinder 3: 4963.6 psi
Compressive strength (to nearest 10 psi): 4880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2024 ✔