Summary for Test 2020-06-17-12-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 214422
DEA: 040J6424
EFIS: 0414000476
DIST-CO-RTE-PM04-SON-101-32.8/R54.2
Award Date12/24/2019
Closeout DateNot set
Work DescriptionCRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location DescriptionSONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
QA Service Level1 (Verified on 09/23/2019)

Sample Information

Sample Taken Date06/17/2020 Sample Unique Key12
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 testing06/18/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 6x12 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byMark Patrick Last name of sampler or witnessed byBaddu
Title of samplerQC Inspector Telephone number of sampler
Laboratory sample identification6-17-20-B4 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCon-Fab California, LLC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameState Route 101

Material Information

Material TypeConcrete The concrete mix design numberVER-85LV
The truck number from where the sample was collected3rd The batch plant ticket number from where the sample was collected1838
Concrete batch plantBP1 The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedBed 4, 3rd Truck Where the material sample would have been placed if not sampledCasting Bed
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2020-06-17-12
DIME Test ID: 2020-06-17-12-1
Testing Lab: Con-Fab California Corporation - Lathrop
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-06-18

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Ferdinand Rosal
Date of test: 06/18/2020
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 148700 lb
Maximum load on cylinder 2: 151200 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 1 days
Cross sectional area of cylinder 1:28.27 in^2
Cross sectional area of cylinder 2:28.27 in^2
Compressive strength (to nearest 10 psi):5300 psi
General comments (publicly viewable) (Max 1000 characters): Break #1: 5259 psi, Break #2: 5348 psi, AVERAGE: 5304 psi

Test was verified on 6/18/2020