Summary for Test 2022-09-08-68-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-135-11.7/17.8 |
| Award Date | 09/27/2021 |
| Closeout Date | 03/28/2023 |
| Work Description | COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS. |
| Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR |
| QA Service Level | 1 (Verified on 08/09/2021) |
Sample Information
| Sample Taken Date | 09/08/2022 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 09/09/2022 |
| Sample type | Quality Assurance | A brief description of the sample | 3 4x8 cylinders |
| The quantity of what the sample constitutes | 10 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Calportland Donovan | 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 | 590GN1010 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | Calportland Donovan | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Discharge from BACK OF concrete truck CHUTE into wheelbarrow. | Where the material sample would have been placed if not sampled | Barrier Footing |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-09-08-68
DIME Test ID: 2022-09-08-68-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-11-01
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 10/20/2022
Apparent mass of submerged cylinder 1: 0 lb
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: 46453 lb
Maximum load on cylinder 2: 58261 lb
Maximum load on cylinder 3: 54167 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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
Age of specimen in hours: 1008 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): 4200 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/1/2022 ✔