Summary for Test 2022-07-12-65-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 993440 DEA: 060H1404 EFIS: 0616000194 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-34.7/39.4 |
| Award Date | 02/11/2022 |
| Closeout Date | 05/10/2023 |
| Work Description | REMOVE AND REPLACE DRAINAGE SYSTEMS. |
| Location Description | TULARE COUNTY NEAR SPRINGVILLE AT VARIOUS LOCATIONS FROM 2.4 MILES EAST OF BALCH PARK ROAD TO 0.6 MILE WEST OF WISHON ROAD |
| QA Service Level | 1 (Verified on 12/09/2021) |
Sample Information
| Sample Taken Date | 07/12/2022 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 07/19/2022 |
| Sample type | Quality Control | A brief description of the sample | 3 Cylinders |
| The quantity of what the sample constitutes | 5 CY | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Foley |
| Title of sampler | Telephone number of sampler | 6618334490 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | StructureCast | 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 | 06-0H1404 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 6684 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Casting Bed | 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: 2022-07-12-65
DIME Test ID: 2022-07-12-65-1
Testing Lab: Structure Cast
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-08-08
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Brian Foley
Date of test: 07/19/2022
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 161420 lb
Maximum load on cylinder 2: 148982 lb
Maximum load on cylinder 3: 167075 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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
Age of specimen: 6 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Compressive strength (to nearest 10 psi): 5630 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2022 ✔