Summary for Test 2022-09-13-12-2
Test performed: ASTM C39-21
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Project 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 | 09/13/2022 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/13/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Class 2 Concrete | The quantity of what the sample constitutes | 10 Cy |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Isaac |
| Last name of sampler or witnessed by | Gleffe | Title of sampler | ARET |
| Telephone number of sampler | 18053191237 | Laboratory sample identification | 220913A |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Calportland/Donaven | |
| 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 | 590GN1010 |
|---|---|---|---|
| The truck number from where the sample was collected | load 1 | The batch plant ticket number from where the sample was collected | load 1 |
| Concrete batch plant | 590GN1010 | The fabricator/manufacturer designation for the sample | Class 2 concrete |
| A detailed description of where the material sample was collected | On Job Site at Concrete Truck | Where the material sample would have been placed if not sampled | concrete barrier |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-09-13-12
DIME Test ID: 2022-09-13-12-2
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: 2022-09-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Salvador Lopez-Zamora
Date of test: 09/21/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 51976 lb
Maximum load on cylinder 2: 53310 lb
Maximum load on cylinder 3: 49442 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 4
Comment on any defect in either specimen or caps (Max 250 Characters): NA
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: 178 hours
Cross sectional area of cylinder 1: 12.69 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): 4080 psi
Serial number of delivery ticket, if available: NA
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 9/21/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.