Summary for Test 2024-11-20-37-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 1000199 DEA: 050N7054 EFIS: 0518000111 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-10.4/11.1 |
| Award Date | 07/23/2024 |
| Closeout Date | Not set |
| Work Description | South Coast 101 HOV Lanes Project 4E South- Santa Barbara |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/14/2024) |
Sample Information
| Sample Taken Date | 11/20/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 11/22/2024 |
| Sample type | Quality Control | A brief description of the sample | NO SLUMP DRY MIX |
| The quantity of what the sample constitutes | 1 Batch | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | NICHOLAS | Last name of sampler or witnessed by | ARMIJO |
| Title of sampler | QC TECH | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | THOMPSON PIPE GROUP | Transportation Laboratory (TL) Number | |
| 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 | NO SLUMP PACKER HEAD MIX |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 135382 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | COLLECTED FROM WHEELBARROW FROM BATCH PLANT | 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: 2024-11-20-37
DIME Test ID: 2024-11-20-37-1
Testing Lab: Thompson Pipe Group - Los Angeles
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-12-04
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Eithan Mcdonald
Date of test: 11/27/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 84520 lb
Maximum load on cylinder 2: 84050 lb
Maximum load on cylinder 3: 85350 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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: 7 days
Age of specimen in hours: 168 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength (to nearest 10 psi): 6700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/4/2024 ✔