Summary for Test 2023-06-29-15-5
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 993815 DEA: 081C0814 EFIS: 0816000086 |
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DIST-CO-RTE-PM | 08-RIV-10-R60.7/R74.3 |
Award Date | 03/28/2022 |
Closeout Date | Not set |
Work Description | I-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT |
Location Description | Coachella |
QA Service Level | 1 (Verified on 05/03/2022) |
Sample Information
Sample Taken Date | 06/29/2023 | 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 | 06/30/2023 |
Sample type | Quality Control | A brief description of the sample | PCC 4''X8'' Test Cylinder |
The quantity of what the sample constitutes | Solid Slab | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Roberto | Last name of sampler or witnessed by | Reyes |
Title of sampler | QC Technician | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Con-Fab California, LLC | 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 | SCCS850FG |
---|---|---|---|
The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 3620 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Solid Slab | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-06-29-15
DIME Test ID: 2023-06-29-15-5
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-10
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Roberto Reyes Perez
Date of test: 06/30/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 1 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: 71805 lb
Maximum load on cylinder 2: 67535 lb
Maximum load on cylinder 3: 66425 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: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 0 days
Age of specimen in hours: 14 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): 5460 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/10/2024 ✔