Summary for Test 2024-04-23-33-1
Test performed: ASTM C39-10Project 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 | 04/23/2024 | Sample Unique Key | 33 |
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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 | 04/24/2024 |
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 | FERNANDO | Last name of sampler or witnessed by | CARRANZA |
Title of sampler | QA | Telephone number of sampler | |
Laboratory sample identification | 1060-423 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertson | Transportation Laboratory (TL) Number | 1060-423 |
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 | 1910 | The batch plant ticket number from where the sample was collected | 572226 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | i40 NEAR HECTOR RD DS17 STA 172650 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2024-04-23-33
DIME Test ID: 2024-04-23-33-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-05-06
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: 04/30/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 102740 lb
Maximum load on cylinder 2: 103610 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 7 days
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: 3670.6 psi
Compressive strength of cylinder 2: 3688.5 psi
Compressive strength (to nearest 10 psi): 3680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2024 ✔