Summary for Test 2024-03-01-5-7
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 |
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DIST-CO-RTE-PM | 06-FRE,KIN-5,41,198-Var |
Award Date | 08/31/2023 |
Closeout Date | Not set |
Work Description | STRATFORD KINGS RIVER BRIDGE REPLACEMENT. |
Location Description | FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 09/20/2023) |
Sample Information
Sample Taken Date | 03/01/2024 | Sample Unique Key | 5 |
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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 | 03/03/2024 |
Sample type | Quality Control | A brief description of the sample | Type T-II/V Cement |
The quantity of what the sample constitutes | 27.6 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Benjamin | Last name of sampler or witnessed by | Aragon |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | ConFab California, LLC Shafter | 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 | SCC_S8.5-0FG |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 4478 | |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Sampled from wheelbarrow collected from chute of ready mix truck | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-03-01-5
DIME Test ID: 2024-03-01-5-7
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-06-11
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jesus Rodriguez
Date of test: 03/29/2024
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: 106490 lb
Maximum load on cylinder 2: 108330 lb
Maximum load on cylinder 3: 104715 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
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: 12.56 in^2
Cross sectional area of cylinder 2: 12.56 in^2
Cross sectional area of cylinder 3: 12.56 in^2
Compressive strength (to nearest 10 psi): 8480 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2024 ✔