Summary for Test 2016-06-04-2-1
Test performed: ASTM C109-11Project Information
| Project Identifiers | Project ID: 210864 DEA: 041SS034 EFIS: 0400020869 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-R4.9/R5.6 |
| Award Date | 12/18/2015 |
| Closeout Date | 12/21/2017 |
| Work Description | CONSTRUCT SOLDIER PILE WALL, AND RECONSTRUCTION OF LANES & SOULDERS |
| Location Description | IN ALAMEDA COUNTY, ON WESTBOUND OF ROUTE 580. AT PM 5.0 |
| QA Service Level | 1 (Verified on 10/28/2015) |
Sample Information
| Sample Taken Date | 06/04/2016 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2016 | Sample type | Verification |
| A brief description of the sample | 2x2 cubes | The quantity of what the sample constitutes | 3 cubes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Sandhu |
| Last name of sampler or witnessed by | kharakbir | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Unknown |
| Transportation Laboratory (TL) Number | 155542 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | quikrete |
|---|---|---|---|
| Mill | unknown | Type of Cementitious Material | Type II/V Cement |
Test Details
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DIME Sample ID: 2016-06-04-2
DIME Test ID: 2016-06-04-2-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Test Release Date: 2016-07-11
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 07/05/2016
Age of specimen: 31 days
The amount of flow (In percent): 1 %
The amount of water used (In percent): 100 %
Maximum load of 1st specimen (lb): 17252 lb
Maximum load of 2nd specimen (lb): 16287 lb
Maximum load of 3rd specimen (lb): 17835 lb
Cross sectional area loaded of 1st specimen (sq. inch): 4 in^2
Cross sectional area loaded of 2nd specimen (sq. inch): 4 in^2
Cross sectional area loaded of 3rd specimen (sq. inch): 4 in^2
Compressive strength of 1st specimen (psi): 4313 psi
Compressive strength of 2nd specimen (psi): 4071.75 psi
Compressive strength of 3rd specimen (psi): 4458.75 psi
Average Compressive strength (to nearest 10 psi): 4281 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2016 ✔