Summary for Test 2019-07-08-5-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 213632
DEA: 042J5404
EFIS: 0414000527
DIST-CO-RTE-PM04-SON-1-24.4
Award Date01/11/2019
Closeout Date06/20/2022
Work DescriptionCONSTRUCT RETAINING WALL, DRAINAGE SYSTEM, AND ROCK SLOPE PROTECTION
Location DescriptionSONOMA COUNTY NEAR JENNER AT 0.1 MILE SOUTH OF RUSSIAN GULCH BRIDGE
QA Service Level1 (Verified on 08/19/2019)

Sample Information

Sample Taken Date07/08/2019 Sample Unique Key5
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 testing07/11/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutesTWO From where was the sample collectedJob Site
First name of sampler or witnessed byTRAIL BATCH Last name of sampler or witnessed byTRAIL BATCH
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJOBSITE Transportation Laboratory (TL) Number255452
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberTRAIL BATCH
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected00000000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedJOBSITE Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-07-08-5
DIME Test ID: 2019-07-08-5-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-07-22

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: LMC
Date of test: 07/22/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 100816 lb
Maximum load on cylinder 2: 99216 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: 1
Age of specimen: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.45 in^2
Cross sectional area of cylinder 2: 28.45 in^2
Compressive strength of cylinder 1: 3543.6 psi
Compressive strength of cylinder 2: 3487.4 psi
Compressive strength (to nearest 10 psi): 3520 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 7/22/2019