Summary for Test 2016-11-10-2-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 211393 DEA: 081F1104 EFIS: 0814000160 |
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DIST-CO-RTE-PM | 08-SBD-38-38.6-L5759 |
Award Date | 06/30/2016 |
Closeout Date | 12/02/2019 |
Work Description | CONSTRUCT A SAND HOUSE AND CHAIN LINK FENCE AT ONYX SUMMIT |
Location Description | SAN BERNARDINO COUNTY AT ONYX SUMMIT 0.7 MILES SOUTH OF PIPES ROAD |
QA Service Level | 1 (Verified on 07/18/2016) |
Sample Information
Sample Taken Date | 11/10/2016 | Sample Unique Key | 2 |
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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 | 11/14/2016 |
Sample type | Quality Control | 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 | ARNEL | Last name of sampler or witnessed by | VEGA |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 949-02 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | ROBERTSONS MIX | Transportation Laboratory (TL) Number | 02 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | ONYX SUMMIT SAND HOUSE |
Structure name | SLAB |
Material Information
Material Type | Concrete | The concrete mix design number | RRM09013 |
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The truck number from where the sample was collected | 1169 | The batch plant ticket number from where the sample was collected | 2319290 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | TAIL GATE | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2016-11-10-2
DIME Test ID: 2016-11-10-2-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-11-17
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: 11/17/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 124800 lb
Maximum load on cylinder 2: 122150 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 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: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4442.9 psi
Compressive strength of cylinder 2: 4348.5 psi
Compressive strength (to nearest 10 psi): 4400 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/17/2016 ✔