Summary for Test 2023-04-20-76-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 993648 DEA: 081K6504 EFIS: 0819000084 |
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DIST-CO-RTE-PM | 08-SBD-15,40-Var |
Award Date | 06/01/2022 |
Closeout Date | 12/21/2023 |
Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A) & CONC APPROACH SLABS. |
Location Description | SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 09/29/2022) |
Sample Information
Sample Taken Date | 04/20/2023 | Sample Unique Key | 76 |
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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 | 04/21/2023 |
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 | Derek | Last name of sampler or witnessed by | Nguyen |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 1050-420 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Peterson Chase | Transportation Laboratory (TL) Number | 081k650420230420 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | PCRSC75STR |
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The truck number from where the sample was collected | 3048 | The batch plant ticket number from where the sample was collected | 383 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Hector Rd 540719L Base of Columns B3C1 and B3C2 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-04-20-76
DIME Test ID: 2023-04-20-76-1
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: 2023-05-26
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: 05/18/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 96070 lb
Maximum load on cylinder 2: 99200 lb
Maximum load on cylinder 3: 96030 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 7606.5 psi
Compressive strength of cylinder 2: 7891.8 psi
Compressive strength of cylinder 3: 7639.6 psi
Compressive strength (to nearest 10 psi): 7710 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/26/2023 ✔