Summary for Test 2024-01-29-21-2
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 994311 DEA: 080R1704 EFIS: 0812000028 |
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DIST-CO-RTE-PM | 08-SBD-40-R25.0/R50.0 |
Award Date | 12/01/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCT CSP, CSPA, SSPPA, STR CONC HW, IB, BFM, RSP, & MGS. |
Location Description | SAN BERNARDINO COUNTY AT NEWBERRY SPRINGS AND LUDLOW FROM 1.6 MILES EAST OF FORT CADY ROAD OVERCROSSING TO CRUCERO ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 07/28/2023) |
Sample Information
Sample Taken Date | 01/29/2024 | Sample Unique Key | 21 |
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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 | 01/31/2024 |
Sample type | Quality Assurance | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | NATGHAN | Last name of sampler or witnessed by | O |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1060-1 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertson | Transportation Laboratory (TL) Number | 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | SM450P48 |
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The truck number from where the sample was collected | 2207 | The batch plant ticket number from where the sample was collected | 571731 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | JOB | Where the material sample would have been placed if not sampled | I-40 MEDIAN DS #27 STA 2093 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-01-29-21
DIME Test ID: 2024-01-29-21-2
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: 2024-03-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 02/26/2024
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 133540 lb
Maximum load on cylinder 2: 125710 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4770.0 psi
Compressive strength of cylinder 2: 4480.0 psi
Compressive strength (to nearest 10 psi): 4630 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/20/2024 ✔