Summary for Test 2023-08-18-89-2

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date08/18/2023 Sample Unique Key89
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 testing08/19/2023
Sample typeQuality Control A brief description of the sampleconcrete
The quantity of what the sample constitutes27 CY From where was the sample collectedJob Site
First name of sampler or witnessed byCameron Last name of sampler or witnessed byCarlson
Title of samplerQC Field Technician Telephone number of sampler
Laboratory sample identificationS-392 to S-397 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Materials Petaluma Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namedrainage systems

Material Information

Material TypeConcrete The concrete mix design numberSL-4201CG
The truck number from where the sample was collected413958 The batch plant ticket number from where the sample was collected413958
Concrete batch plantShamrock Materials The fabricator/manufacturer designation for the sampleSL-4201CG
A detailed description of where the material sample was collectedback of truck Where the material sample would have been placed if not sampleddrainage system
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-08-18-89
DIME Test ID: 2023-08-18-89-2
Testing Lab: Pavement Engineers
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-10-06

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michelle Holub
Date of test: 09/15/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 89120 lb
Maximum load on cylinder 2: 87405 lb
Maximum load on cylinder 3: 90225 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength (to nearest 10 psi): 7080 psi
Serial number of delivery ticket, if available: 419358
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/6/2023