Summary for Test 2021-06-02-2-4

Test performed: ASTM C109-16a

Project Information

Project IdentifiersProject ID: 214899
DEA: 033H4504
EFIS: 0318000001
DIST-CO-RTE-PM03-ED-50-33.8/34.2
Award Date07/29/2020
Closeout DateNot set
Work DescriptionCONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date06/02/2021 Sample Unique Key2
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 testing06/03/2021
Sample typeQuality Assurance A brief description of the sampleGrout Cubes
The quantity of what the sample constitutes12 Cubes From where was the sample collectedJob Site
First name of sampler or witnessed byDave Last name of sampler or witnessed byCarlin
Title of samplerSR Telephone number of sampler916-801-9674
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Coast Drilling Company Transportation Laboratory (TL) Number79401
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSoldier Pile Wall

Material Information

Material TypeCementitious BrandBasalite
MillLehigh Type of Cementitious MaterialType II Cement

Test Details

DIME Sample ID: 2021-06-02-2
DIME Test ID: 2021-06-02-2-4
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: 2021-06-09

Test Results


Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 06/09/2021
Age of specimen: 7 days
The amount of flow : no data
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 5180 psi
Compressive strength of 2nd specimen: 4990 psi
Compressive strength of 3rd specimen : 5161 psi
Average Compressive strength (to nearest 10 psi): 5110 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day; Specimen 2 excluded for being out of range of other two specimens per ASTM C109-20.
Test Graph

Test was verified on 6/9/2021