Summary for Test 2022-09-15-73-2
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092 |
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DIST-CO-RTE-PM | 03-YUB-70-16.2/25.8 |
Award Date | 11/04/2021 |
Closeout Date | Not set |
Work Description | WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE. |
Location Description | YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/10/2021) |
Sample Information
Sample Taken Date | 09/15/2022 | Sample Unique Key | 73 |
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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 | 09/15/2022 |
Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | Day's Production | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Wilfredo | Last name of sampler or witnessed by | Bucaneg |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Rinker Materials | 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 | mix5 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 2 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Besser Hopper | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-09-15-73
DIME Test ID: 2022-09-15-73-2
Testing Lab: Rinker Materials
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-10-08
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jose Sanchez
Date of test: 09/22/2022
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 68970 lb
Maximum load on cylinder 2: 6681 lb
Maximum load on cylinder 3: 68740 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 5430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2022 ✔