Summary for Test 2023-07-06-4-6
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993338 DEA: 010H8104 EFIS: 0118000111 |
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DIST-CO-RTE-PM | 01-MEN-101-1.5/2 |
Award Date | 10/05/2022 |
Closeout Date | Not set |
Work Description | COMMINSKY PERMANENT RESTORATION |
Location Description | MENDOCINO COUNTY NEAR HOPLAND FROM 0.7 MILE TO 1.3 MILES NORTH OF GEYSERS ROAD |
QA Service Level | 1 (Verified on 10/19/2021) |
Sample Information
Sample Taken Date | 07/06/2023 | Sample Unique Key | 4 |
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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 | 07/06/2023 |
Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 3.50yds | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Donald | Last name of sampler or witnessed by | Juneman |
Title of sampler | QC Technitian | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Precast Unlimited | 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 | K82A0D1 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 32411 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-07-06-4
DIME Test ID: 2023-07-06-4-6
Testing Lab: Universal Precast Concrete - Redding
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-08-03
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Donald Juneman
Date of test: 08/03/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 8.5 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 76050 lb
Maximum load on cylinder 2: 80320 lb
Maximum load on cylinder 3: 80950 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 5
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: 28 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): 6290 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/3/2023 ✔