Summary for Test 2019-06-04-12-2
Test performed: ASTM C109-16aProject Information
| Project Identifiers | Project ID: 3825 DEA: 07138204 EFIS: 0700000142 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-47,103-3.5/4.6,0.0/1.1 |
| Award Date | 06/30/2011 |
| Closeout Date | 07/14/2022 |
| Work Description | REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD |
| QA Service Level | 1 (Verified on 03/29/2012) |
Sample Information
| Sample Taken Date | 06/04/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/14/2019 | Sample type | Quality Assurance |
| A brief description of the sample | 2" Grout Cubes | The quantity of what the sample constitutes | 6 cubes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Matt |
| Last name of sampler or witnessed by | Bruce | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 816-0604 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MCM | |
| Transportation Laboratory (TL) Number | 06042019A | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | CIDH Pile Pier 15A | |
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | CPC |
|---|---|---|---|
| Mill | Unknown | Type of Cementitious Material | Type II/V Cement |
Test Details
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DIME Sample ID: 2019-06-04-12
DIME Test ID: 2019-06-04-12-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2019-07-08
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/02/2019
Age of specimen: 28 days
The amount of flow : no data
The amount of water used : 0.0 %
Compressive strength of 1st specimen : 5950 psi
Compressive strength of 2nd specimen: 5850 psi
Compressive strength of 3rd specimen : 5540 psi
Average Compressive strength (to nearest 10 psi): 5780 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/8/2019 ✔