Summary for Test 2022-05-18-35-1
Test performed: ASTM C109-16aProject Information
Project Identifiers | Project ID: 214899 DEA: 033H4504 EFIS: 0318000001 |
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DIST-CO-RTE-PM | 03-ED-50-33.8/34.2 |
Award Date | 07/29/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY. |
Location Description | EL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE |
QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
Sample Taken Date | 05/18/2022 | Sample Unique Key | 35 |
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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 | 05/19/2022 |
Sample type | Quality Assurance | A brief description of the sample | 2" Cubes |
The quantity of what the sample constitutes | 9 Grout Cubes | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dave | Last name of sampler or witnessed by | Carlin |
Title of sampler | SR | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Grout Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Grout Anchors |
Material Information
Material Type | Cementitious | Brand | Grout |
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Mill | Grout | Type of Cementitious Material | Blended Cement |
Test Details
DIME Sample ID: 2022-05-18-35
DIME Test ID: 2022-05-18-35-1
Testing Lab: CT HQ - Sacramento Concrete Testing 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: 2022-05-23
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 05/23/2022
Age of specimen: 5 days
The amount of flow : no data
The amount of water used : 100.0 %
Compressive strength of 1st specimen : 2347 psi
Compressive strength of 2nd specimen: 2020 psi
Compressive strength of 3rd specimen : 2381 psi
Average Compressive strength (to nearest 10 psi): 2360 psi
General comments (publicly viewable) (Max 1000 characters): Specimen 2 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109. Average of 3 specimens: 2250 psi
Test was verified on 5/23/2022 ✔