Summary for Test 2023-10-20-15-3
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993834 DEA: 081N0304 EFIS: 0822000082 |
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DIST-CO-RTE-PM | 08-SBD-15-179.4 |
Award Date | 09/07/2022 |
Closeout Date | 05/15/2024 |
Work Description | MONUMENT SIGN AESTHETICS. |
Location Description | SAN BERNARDINO COUNTY NEAR PRIMM AT CALIFORNIA AGRICULTURAL INSPECTION STATION |
QA Service Level | 1 (Verified on 10/24/2022) |
Sample Information
Sample Taken Date | 10/20/2023 | Sample Unique Key | 15 |
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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 | 10/23/2023 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Alvin | Last name of sampler or witnessed by | Anggito |
Title of sampler | ASR | Telephone number of sampler | |
Laboratory sample identification | 1052-2 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Gunner Concrete | Transportation Laboratory (TL) Number | 081N030420231020 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | 1619144 |
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The truck number from where the sample was collected | 0000 | The batch plant ticket number from where the sample was collected | 48021468 |
Concrete batch plant | Cemex Bullhead City | The fabricator/manufacturer designation for the sample | Cemex |
A detailed description of where the material sample was collected | Re-Pour of Monument Sign Foundation | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-10-20-15
DIME Test ID: 2023-10-20-15-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-11-14
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 11/10/2023
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 65150 lb
Maximum load on cylinder 2: 64110 lb
Maximum load on cylinder 3: 63040 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
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: 21 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5180.0 psi
Compressive strength of cylinder 2: 5080.0 psi
Compressive strength of cylinder 3: 4990 psi
Compressive strength (to nearest 10 psi): 5080 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/14/2023 ✔