Summary for Test 2020-02-13-12-2
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 214159 DEA: 081J4104 EFIS: 0818000040 |
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DIST-CO-RTE-PM | 08-SBD-71-R4.7 |
Award Date | 06/18/2019 |
Closeout Date | 08/09/2021 |
Work Description | WIDEN RAMP & RIGHT TURN LANE WITH HMA AND MODIFY ELECTRICAL SYSTEM. |
Location Description | SAN BERNARDINO COUNTY IN CHINO HILLS AT SOQUEL CANYON PARKWAY SOUTHBOUND EXIT RAMP |
QA Service Level | 1 (Verified on 12/02/2019) |
Sample Information
Sample Taken Date | 02/13/2020 | Sample Unique Key | 12 |
---|---|---|---|
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 | 02/18/2020 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
The quantity of what the sample constitutes | 13 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Saad | Last name of sampler or witnessed by | Arabi |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | 1008-66 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Robertsons | Transportation Laboratory (TL) Number | 200066 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | SC590B38 |
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The truck number from where the sample was collected | 5082194 | The batch plant ticket number from where the sample was collected | VARIOUS |
Concrete batch plant | ROBERTSONS | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | HOPPER | Where the material sample would have been placed if not sampled | Ret Wall Stem |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2020-02-13-12
DIME Test ID: 2020-02-13-12-2
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: 2020-02-24
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: 02/24/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 84460 lb
Maximum load on cylinder 2: 82110 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 11 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 2987.6 psi
Compressive strength of cylinder 2: 2885.1 psi
Compressive strength (to nearest 10 psi): 2940 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/24/2020 ✔