Summary for Test 2023-06-23-24-7
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993848 DEA: 081N0704 EFIS: 0822000087 |
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DIST-CO-RTE-PM | 08-SBD-40-R140.8/R148.5 |
Award Date | 09/08/2022 |
Closeout Date | Not set |
Work Description | GRAVEL MULCH, ROCK BLANKET, AND IMPORTED BORROW |
Location Description | SAN BERNARDINO COUNTY IN NEEDLES AT VARIOUS LOCATIONS FROM NEEDLES HIGHWAY TO FIVE MILE ROAD |
QA Service Level | 1 (Verified on 06/23/2023) |
Sample Information
Sample Taken Date | 06/23/2023 | Sample Unique Key | 24 |
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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 | 06/22/2023 |
Sample type | Quality Control | A brief description of the sample | 4x8 concrete cylinders |
The quantity of what the sample constitutes | 3CY | 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 | 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 | 5 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Batch Plant Loader Bucket | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-06-23-24
DIME Test ID: 2023-06-23-24-7
Testing Lab: Universal Precast Concrete - Redding
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-07-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Donald Juneman
Date of test: 07/21/2023
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
Maximum load on cylinder 1: 72400 lb
Maximum load on cylinder 2: 73660 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 3
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
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
Compressive strength (to nearest 10 psi): 5810 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/21/2023 ✔