Summary for Test 2024-08-28-42-1
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 | Not set |
| 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 | 08/28/2024 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 08/29/2024 |
| 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 | 1051-828 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Coffman | Transportation Laboratory (TL) Number | 1051-828 |
| 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 | CT675F25 |
|---|---|---|---|
| The truck number from where the sample was collected | 272 | The batch plant ticket number from where the sample was collected | 14006259 |
| Concrete batch plant | Not Provided | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | WB Hazy Gulch 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: 2024-08-28-42
DIME Test ID: 2024-08-28-42-1
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: 2024-10-03
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: 09/25/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
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: 74770 lb
Maximum load on cylinder 2: 69960 lb
Maximum load on cylinder 3: 75460 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 5
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: 28 days
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: 5892.0 psi
Compressive strength of cylinder 2: 5513.0 psi
Compressive strength of cylinder 3: 5946.4 psi
Compressive strength (to nearest 10 psi): 5780 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2024 ✔