Test 2021-07-08-20-5 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 214422
DEA: 040J6424
EFIS: 0414000476
DIST-CO-RTE-PM04-SON-101-32.8/R54.2
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
Sample Information
Sample Taken Date7/8/2021 Sample Unique Key20
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 testing7/8/2021
Sample typeQuality Control A brief description of the sampleSCC concrete
The quantity of what the sample constitutes2.8 CY From where was the sample collectedManufacturer
First name of sampler or witnessed byAvery Last name of sampler or witnessed byFlores
Title of samplerQuality Control Manager Laboratory sample identification21147
The fabricator/manufacturer/facility nameOldcastle Infrastructure Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier04-son-101-32.8/R54.2
Structure nameState Hwy in Sonoma County 101/128 Separation
Material Information
Material TypeConcrete The concrete mix design number55
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected93274
Concrete batch plantOldcastle Infrastructure The fabricator/manufacturer designation for the sampleMix No. 55
A detailed description of where the material sample was collectedTravelling Bucket Where the material sample would have been placed if not sampledRBC
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-07-08-20
DIME Test ID: 2021-07-08-20-5
Testing Lab: Oldcastle Precast Inc. Pleasanton Plant
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-07-09
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Avery Flores
Date of test: 07/09/2021
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Maximum load on cylinder 1: 99850 lb
Maximum load on cylinder 2: 107880 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
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
Age of specimen in hours: 19 hours
Cross sectional area of cylinder 1:28.18 in^2
Cross sectional area of cylinder 2:28.18 in^2
Compressive strength (to nearest 10 psi):3690 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/09/2021