Summary for Test 2015-04-02-4-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 7566 DEA: 042640K4 EFIS: 0412000406 COOP: 0412458 |
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DIST-CO-RTE-PM | 04--- |
Award Date | 11/02/2012 |
Closeout Date | 06/03/2020 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/03/2020) |
Sample Information
Sample Taken Date | 04/02/2015 | Sample Unique Key | 4 |
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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 | 04/10/2015 |
Sample type | Quality Assurance | A brief description of the sample | 4 2X6 Concrete Cylandars |
The quantity of what the sample constitutes | RW 179 Wall 8616 to 8712 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Harry | Last name of sampler or witnessed by | Suryantaro |
Title of sampler | TEC | Telephone number of sampler | 510) 385-7179 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | RW 179 St 8616 to 8712 | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | RW 179 Wall |
Structure name | RW 179 |
Material Information
Material Type | Concrete | The concrete mix design number | 4201a |
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The truck number from where the sample was collected | 1289 | The batch plant ticket number from where the sample was collected | 425029 |
Concrete batch plant | 04 | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | RW 179 Wall Staton 8616 to 8712 | Where the material sample would have been placed if not sampled | Not set |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-04-02-4
DIME Test ID: 2015-04-02-4-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-04-13
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 04/13/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 105919 lb
Maximum load on cylinder 2: 108428 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: no data
Age of specimen: 11 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3733.5 psi
Compressive strength of cylinder 2: 3835.4 psi
Compressive strength (to nearest 10 psi): 3780 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2015 ✔