Summary for Test 2022-08-06-7-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 993302 DEA: 081J2104 EFIS: 0817000240 |
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DIST-CO-RTE-PM | 08-SBD-60-R1.4 |
Award Date | 12/28/2021 |
Closeout Date | 08/01/2024 |
Work Description | PLACE LCB RAPID SETTING AND JOINTED PLAIN CONCRETE PAVEMENT. |
Location Description | SAN BERNARDINO COUNTY IN CHINO AT RAMONA AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
Sample Taken Date | 08/06/2022 | Sample Unique Key | 7 |
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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 | 08/11/2022 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | P |
Title of sampler | G3 | Telephone number of sampler | |
Laboratory sample identification | 1043-1 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Short Load Concrete | Transportation Laboratory (TL) Number | 1043-1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | CTS-30-RAM |
---|---|---|---|
The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
Concrete batch plant | The fabricator/manufacturer designation for the sample | NA | |
A detailed description of where the material sample was collected | EB60 Ramona STA 6900 | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-08-06-7
DIME Test ID: 2022-08-06-7-1
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: 2022-08-15
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: 08/15/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 27170 lb
Maximum load on cylinder 2: 26890 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: 9 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 961.1 psi
Compressive strength of cylinder 2: 947.8 psi
Compressive strength (to nearest 10 psi): 950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/15/2022 ✔