Summary for Test 2024-04-16-49-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994574 DEA: 050C7334 EFIS: 0518000116 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-10.5/13.4 |
| Award Date | 06/29/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/13/2023) |
Sample Information
| Sample Taken Date | 04/16/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 04/16/2024 |
| Sample type | Quality Control | A brief description of the sample | 4000 PSI Concrete - Abutment #3 - pile #4 |
| The quantity of what the sample constitutes | 16 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Hiner |
| Title of sampler | Sampler _and_Tester | Telephone number of sampler | |
| Laboratory sample identification | 273556 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Pacific Coast Concrete | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 087722 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2424 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | from chute | 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: 2024-04-16-49
DIME Test ID: 2024-04-16-49-1
Testing Lab: Construction Testing Services
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-05-01
Test Results
Unit system used?: US Units
Number of specimens: 4
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Derek Mutka
Date of test: 04/23/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Average diameter of cylinder 4: 4.00 in
Maximum load on cylinder 1: 48010 lb
Maximum load on cylinder 2: 48010 lb
Maximum load on cylinder 3: 48010 lb
Maximum load on cylinder 4: 48010 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
Type of fracture pattern of cylinder 4: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Age of specimen: 7 days
Cross sectional area of cylinder 1: 12.25 in^2
Cross sectional area of cylinder 2: 12.25 in^2
Cross sectional area of cylinder 3: 12.25 in^2
Cross sectional area of cylinder 4: 12.25 in^2
Compressive strength (to nearest 10 psi): 3820 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/1/2024 ✔